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

Find on map >>   Show street view

Structure Number: 52C0118,  Location: 0.4 MI W SEQUOIA AVE (Lat: 34.263739,  Lng: -118.736522),  Route carried "on" structure: City street ,  Year Built: 1968,  Status: Open,  Structure Length: 3.90m (12.80ft),  Average Daily Traffic: 16,500 (year 2017),  Truck Traffic: 2%,  Average Future Daily Traffic: 21,024 (year 2038),  Design Load: HS 20,  Features Intersected: ARROYO SIMI,  Facility Carried by Structure: ROYAL AVENUE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 5,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 19.5m (64.0ft),  Skew: 3 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 18.9m (62.0ft),  Curb or Sidewalk Widths: Left: 1.2m (3.9ft),  Right: 1.2m (3.9ft),  Curb-To-Curb Width: 19.5m (64.0ft),  Out-to-Out Width: 22.6m (74.1ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Very good,  Operating Rating: 51.5 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: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2020,  Deck Structure Type: Concrete Cast-file-Place

Find on map >>   Show street view

Structure Number: 52C0119,  Location: 0.4 MI W STEARNS ST (Lat: 34.286136,  Lng: -118.697308),  Route carried "on" structure: City street ,  Year Built: 1935,  Year Reconstructed: 1968,  Status: Open,  Structure Length: 0.91m (2.99ft),  Average Daily Traffic: 16,000 (year 2013),  Truck Traffic: 1%,  Average Future Daily Traffic: 15,663 (year 2038),  Features Intersected: LAS LLAJAS CREEK,  Facility Carried by Structure: ALAMO STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 5,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 19.5m (64.0ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 3.0m (9.8ft),  Curb or Sidewalk Widths: Left: 2.9m (9.5ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 19.5m (64.0ft),  Out-to-Out Width: 25.6m (84.0ft)

Condition: Channel: Very good,  Culverts: Satisfactory,  Operating Rating: 27.2 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 16.2 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Meets minimum limits,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

Find on map >>   Show street view

Structure Number: 52C0123,  Location: 0.6 MI S LOS ANGELES AVE (Lat: 34.265322,  Lng: -118.747747),  Route carried "on" structure: City street ,  Year Built: 1966,  Status: Open,  Structure Length: 4.66m (15.29ft),  Average Daily Traffic: 16,000 (year 2013),  Truck Traffic: 1%,  Average Future Daily Traffic: 15,767 (year 2038),  Design Load: HS 20,  Features Intersected: ARROYO SIMI,  Facility Carried by Structure: SYCAMORE 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),  Material/Design: Concrete continuous,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 15.2m (49.9ft),  Curb or Sidewalk Widths: Left: 1.1m (3.6ft),  Right: 1.1m (3.6ft),  Curb-To-Curb Width: 19.5m (64.0ft),  Out-to-Out Width: 22.3m (73.2ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Fair,  Channel: Very good,  Operating Rating: 35.3 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: 25.6 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: Somewhat better than minimum adequacy,  Deck Geometry: Better than present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2020,  Deck Structure Type: Concrete Cast-file-Place

Find on map >>   Show street view

Structure Number: 52C0124,  Location: 0.1 MI E ERRINGER RD (Lat: 34.256747,  Lng: -118.761078),  Route carried "on" structure: City street ,  Year Built: 1965,  Status: Open,  Structure Length: 0.67m (2.20ft),  Average Daily Traffic: 6,000 (year 2019),  Truck Traffic: 1%,  Average Future Daily Traffic: 9,398 (year 2038),  Features Intersected: ERRINGER RD DRN CHAN,  Facility Carried by Structure: FITZGERALD RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 5,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 7.0m (23.0ft),  Skew: 9 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 4.0m (13.1ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 3.0m (9.8ft),  Curb-To-Curb Width: 19.5m (64.0ft),  Out-to-Out Width: 29.5m (96.8ft)

Condition: Channel: Excellent,  Culverts: Good,  Operating Rating: 40.5 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 24.3 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

Find on map >>   Show street view

Structure Number: 52C0125,  Location: 0.4 MI S LOS ANGELES AVE (Lat: 34.266453,  Lng: -118.761275),  Route carried "on" structure: City street ,  Year Built: 1966,  Year Reconstructed: 1976,  Status: Open,  Structure Length: 3.23m (10.60ft),  Average Daily Traffic: 22,500 (year 2019),  Truck Traffic: 2%,  Average Future Daily Traffic: 30,483 (year 2038),  Design Load: HS 20,  Features Intersected: ARROYO SIMI,  Facility Carried by Structure: ERRINGER ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 5,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 19.5m (64.0ft),  Skew: 2 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 10.7m (35.1ft),  Curb or Sidewalk Widths: Left: 1.8m (5.9ft),  Right: 1.8m (5.9ft),  Curb-To-Curb Width: 19.5m (64.0ft),  Out-to-Out Width: 24.4m (80.1ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Channel: Very good,  Operating Rating: 53.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 31.8 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: July 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

Find on map >>   Show street view

Structure Number: 52C014,  Location: 0.05 MI W VENTURA RD (Lat: 34.175728,  Lng: -119.196550),  Route carried "on" structure: City street ,  Year Built: 1971,  Status: Open,  Structure Length: 0.79m (2.59ft),  Average Daily Traffic: 990 (year 2018),  Truck Traffic: 2%,  Average Future Daily Traffic: 1,278 (year 2038),  Features Intersected: OXNARD WEST DRAIN,  Facility Carried by Structure: HUENEME BAY CENTER
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 14.0m (45.9ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.7m (12.1ft),  Curb or Sidewalk Widths: Left: 0.5m (1.6ft),  Right: 0.5m (1.6ft),  Curb-To-Curb Width: 14.0m (45.9ft),  Out-to-Out Width: 15.8m (51.8ft)

Condition: Channel: Excellent,  Culverts: Good,  Operating Rating: 40.5 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 24.3 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 24 months,  Inspection Date: June 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

Find on map >>   Show street view

Structure Number: 52C0148,  Location: .1 MI S/O LOS ANGELES AV (Lat: 34.270056,  Lng: -118.778681),  Route carried "on" structure: City street ,  Year Built: 1971,  Status: Open,  Structure Length: 4.85m (15.91ft),  Average Daily Traffic: 22,500 (year 2019),  Truck Traffic: 1%,  Average Future Daily Traffic: 33,638 (year 2038),  Design Load: HS 20,  Features Intersected: ARROYO SIMI,  Facility Carried by Structure: 1ST STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 22.6m (74.1ft),  Skew: 23 degrees,  Material/Design: Concrete continuous,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 23.8m (78.1ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 24.4m (80.1ft),  Out-to-Out Width: 29.3m (96.1ft)

Condition: Deck: Poor,  Superstructure: Good,  Substructure: Fair,  Channel: Very 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: 23.0 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: Somewhat better than minimum adequacy,  Deck Geometry: Superior to present desirable criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 4.85m (15.91ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2020,  Bridge Improvement Cost: $1,418,000,  Roadway Improvement Cost: $283,000,  Total Project Cost: $2,382,000 ( Estimate for 2017),  Deck Structure Type: Concrete Cast-file-Place

Find on map >>   Show street view

Structure Number: 52C015,  Location: 0.3 MI S OF STATE RTE 118 (Lat: 34.280533,  Lng: -118.795881),  Route carried "on" structure: City street ,  Year Built: 1981,  Status: Open,  Structure Length: 5.03m (16.50ft),  Average Daily Traffic: 33,000 (year 2019),  Truck Traffic: 1%,  Average Future Daily Traffic: 51,508 (year 2038),  Design Load: HS 20,  Features Intersected: UP RR, AMTRAK, METROLINK,  Facility Carried by Structure: MADERA ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 6,  Base Highway Network: Yes,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 21.9m (71.9ft),  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: 20.1m (65.9ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 26.7m (87.6ft),  Out-to-Out Width: 30.8m (101.0ft)

Condition: Deck: Poor,  Superstructure: Fair,  Substructure: Good,  Operating Rating: 52.5 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 40.5 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Equal to present minimum criteria,  Underclear: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 5.03m (16.50ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2020,  Bridge Improvement Cost: $1,539,000,  Roadway Improvement Cost: $307,000,  Total Project Cost: $2,585,000 ( Estimate for 2017),  Deck Structure Type: Concrete Cast-file-Place

Find on map >>   Show street view

Structure Number: 52C0204,  Location: 0.5 MI S OF SR 118 (Lat: 34.277692,  Lng: -118.796239),  Route carried "on" structure: City street ,  Year Built: 1979,  Status: Open,  Structure Length: 4.11m (13.48ft),  Average Daily Traffic: 30,000 (year 2019),  Truck Traffic: 1%,  Average Future Daily Traffic: 50,457 (year 2038),  Design Load: HS 20,  Features Intersected: ARROYO SIMI,  Facility Carried by Structure: MADERA ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 6,  Base Highway Network: Yes,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 18.6m (61.0ft),  Skew: 20 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 39.6m (129.9ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 25.6m (84.0ft),  Out-to-Out Width: 30.4m (99.7ft)

Condition: Deck: Poor,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Very good,  Operating Rating: 68.4 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: 52.8 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: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2020,  Deck Structure Type: Concrete Cast-file-Place

Find on map >>   Show street view

Structure Number: 52C0206,  Location: 0.1 MI W OF FIRST STREET (Lat: 34.271597,  Lng: -118.780725),  Route carried "on" structure: City street ,  Year Built: 1956,  Year Reconstructed: 1974,  Status: Open,  Structure Length: 4.75m (15.58ft),  Average Daily Traffic: 29,000 (year 2019),  Truck Traffic: 1%,  Average Future Daily Traffic: 36,791 (year 2038),  Design Load: HS 20,  Features Intersected: ARROYO SIMI,  Facility Carried by Structure: LOS ANGELES AVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 6,  Base Highway Network: Yes,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 20.7m (67.9ft),  Skew: 24 degrees,  Material/Design: Concrete continuous,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 15.2m (49.9ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 20.7m (67.9ft),  Out-to-Out Width: 29.3m (96.1ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Fair,  Channel: Very good,  Operating Rating: 41.1 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: 29.2 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

Find on map >>   Show street view

Structure Number: 52C022,  Location: N OF PLEASANT VALLEY RD (Lat: 34.158275,  Lng: -119.159222),  Route carried "on" structure: City street ,  Year Built: 1965,  Status: Open,  Structure Length: 1.16m (3.81ft),  Average Daily Traffic: 7,000 (year 2020),  Truck Traffic: 1%,  Average Future Daily Traffic: 9,398 (year 2038),  Features Intersected: RICE ROAD DRAIN I,  Facility Carried by Structure: ROSE AVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 6,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 27.3m (89.6ft),  Skew: 23 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 3.9m (12.8ft),  Curb or Sidewalk Widths: Left: 2.1m (6.9ft),  Right: 2.1m (6.9ft)

Condition: Channel: Excellent,  Culverts: Good,  Operating Rating: 40.5 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 24.3 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 24 months,  Inspection Date: August 2020

Find on map >>   Show street view

Structure Number: 52C0225,  Location: 0.2 MI E SYCAMORE DR (Lat: 34.257119,  Lng: -118.744500),  Route carried "on" structure: City street ,  Year Built: 1962,  Status: Open,  Structure Length: 0.67m (2.20ft),  Average Daily Traffic: 6,500 (year 2019),  Truck Traffic: 1%,  Average Future Daily Traffic: 9,398 (year 2038),  Features Intersected: RUNKLE CANYON DRAIN,  Facility Carried by Structure: FITZGERALD RD
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),  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: 2.3m (7.5ft),  Right: 1.0m (3.3ft),  Curb-To-Curb Width: 19.5m (64.0ft),  Out-to-Out Width: 25.0m (82.0ft)

Condition: Channel: Excellent,  Culverts: Good,  Operating Rating: 40.5 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 24.3 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  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: October 2020

Find on map >>   Show street view

Structure Number: 52C0226,  Location: .2 MI W/O TAPO CANYON RD (Lat: 34.296800,  Lng: -118.721125),  Route carried "on" structure: County highway ,  Year Built: 1979,  Status: Open,  Structure Length: 1.04m (3.41ft),  Average Daily Traffic: 2,000 (year 2019),  Truck Traffic: 2%,  Average Future Daily Traffic: 3,133 (year 2038),  Design Load: HS 20,  Features Intersected: TAPO CANYON CREEK,  Facility Carried by Structure: WALNUT STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 19.3m (63.3ft),  Skew: 2 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 10.0m (32.8ft),  Curb or Sidewalk Widths: Left: 1.2m (3.9ft),  Right: 1.2m (3.9ft)

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,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: October 2020

Find on map >>   Show street view

Structure Number: 52C0227,  Location: 0.2 MI W TAPO CANYON RD (Lat: 34.293381,  Lng: -118.720917),  Route carried "on" structure: City street ,  Year Built: 1979,  Status: Open,  Structure Length: 0.98m (3.22ft),  Average Daily Traffic: 2,000 (year 2019),  Truck Traffic: 2%,  Average Future Daily Traffic: 4,176 (year 2038),  Design Load: HS 20,  Features Intersected: TAPO CANYON CREEK,  Facility Carried by Structure: TOWNSHIP AVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 9.1m (29.9ft),  Skew: 1 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 9.4m (30.8ft),  Curb or Sidewalk Widths: Left: 1.2m (3.9ft),  Right: 1.2m (3.9ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 21.3m (69.9ft)

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: Better than 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 2020

Find on map >>   Show street view

Structure Number: 52C0228,  Location: 0.3 MI W TAPO CANYON RD (Lat: 34.289772,  Lng: -118.722628),  Route carried "on" structure: City street ,  Year Built: 1979,  Status: Open,  Structure Length: 1.52m (4.99ft),  Average Daily Traffic: 2,000 (year 2013),  Truck Traffic: 1%,  Average Future Daily Traffic: 1,567 (year 2038),  Design Load: HS 20,  Features Intersected: TAPO CANYON CREEK,  Facility Carried by Structure: AVENIDA SIMI
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Skew: 9 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 9.1m (29.9ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 0.0m

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,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: October 2020

Find on map >>   Show street view

Structure Number: 52C0229,  Location: 0.2 MI N COCHRAN ST (Lat: 34.280447,  Lng: -118.730406),  Route carried "on" structure: City street ,  Year Built: 1965,  Status: Open,  Structure Length: 0.98m (3.22ft),  Average Daily Traffic: 10,000 (year 2013),  Truck Traffic: 1%,  Average Future Daily Traffic: 10,442 (year 2038),  Features Intersected: TAPO CANYON CREEK,  Facility Carried by Structure: SEQUOIA AVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 5,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 19.5m (64.0ft),  Skew: 5 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 4.3m (14.1ft),  Curb or Sidewalk Widths: Left: 2.6m (8.5ft),  Right: 2.1m (6.9ft),  Curb-To-Curb Width: 19.7m (64.6ft),  Out-to-Out Width: 25.9m (85.0ft)

Condition: Channel: Excellent,  Culverts: Good,  Operating Rating: 40.5 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 24.3 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

Find on map >>   Show street view

Structure Number: 52C0232,  Location: 0.3 MI N LOS ANGELES AVE (Lat: 34.274250,  Lng: -118.665750),  Route carried "on" structure: City street ,  Year Built: 1965,  Status: Open,  Structure Length: 0.67m (2.20ft),  Average Daily Traffic: 1,500 (year 2017),  Truck Traffic: 1%,  Average Future Daily Traffic: 2,088 (year 2040),  Features Intersected: HUMMINGBIRD CREEK,  Facility Carried by Structure: ALSCOT AVENUE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  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: 2.9m (9.5ft),  Right: 2.9m (9.5ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 18.3m (60.0ft)

Condition: Channel: Excellent,  Culverts: Satisfactory,  Operating Rating: 40.5 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 24.3 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  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: October 2020,  Deck Structure Type: Concrete Cast-file-Place

Find on map >>   Show street view

Structure Number: 52C0235,  Location: 0.1 MI S ROYAL AVE (Lat: 34.267131,  Lng: -118.716472),  Route carried "on" structure: City street ,  Year Built: 1982,  Status: Open,  Structure Length: 4.11m (13.48ft),  Average Daily Traffic: 1,500 (year 2017),  Truck Traffic: 1%,  Average Future Daily Traffic: 5,255 (year 2038),  Design Load: HS 20,  Features Intersected: ARROYO SIMI,  Facility Carried by Structure: TAPO CANYON RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  Skew: 1 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 or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 0.4m (1.3ft),  Curb-To-Curb Width: 12.9m (42.3ft),  Out-to-Out Width: 15.5m (50.9ft)

Condition: Deck: Good,  Superstructure: Fair,  Substructure: Good,  Channel: Very good,  Operating Rating: 75.2 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: Somewhat better than minimum adequacy,  Deck Geometry: Better than present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2020,  Deck Structure Type: Concrete Cast-file-Place

Find on map >>   Show street view

Structure Number: 52C0236,  Location: 0.1 MI N AVENIDA SIMI (Lat: 34.290256,  Lng: -118.721628),  Route carried "on" structure: City street ,  Year Built: 1979,  Status: Open,  Structure Length: 1.16m (3.81ft),  Average Daily Traffic: 500 (year 2019),  Truck Traffic: 1%,  Average Future Daily Traffic: 835 (year 2038),  Design Load: HS 20,  Features Intersected: TAPO CANYON CREEK,  Facility Carried by Structure: ROCKGATE PLACE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Skew: 2 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 10.2m (33.5ft),  Curb or Sidewalk Widths: Left: 2.3m (7.5ft),  Right: 3.0m (9.8ft)

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,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: October 2020

Find on map >>   Show street view

Structure Number: 52C0237,  Location: 0.3 MI W ALSCOT AVE (Lat: 34.273708,  Lng: -118.670914),  Route carried "on" structure: City street ,  Year Built: 1965,  Status: Open,  Structure Length: 0.67m (2.20ft),  Average Daily Traffic: 1,500 (year 2013),  Truck Traffic: 1%,  Average Future Daily Traffic: 1,567 (year 2038),  Features Intersected: WHITE OAK CREEK,  Facility Carried by Structure: NELDA STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  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: 2.9m (9.5ft),  Right: 2.9m (9.5ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 18.3m (60.0ft)

Condition: Channel: Excellent,  Culverts: Satisfactory,  Operating Rating: 40.5 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 24.3 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  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: October 2020

Find on map >>   Show street view

Structure Number: 52C0264,  Location: 0.7 MI E MADERA RD (Lat: 34.264333,  Lng: -118.783667),  Route carried "on" structure: City street ,  Year Built: 1961,  Year Reconstructed: 1968,  Status: Open,  Structure Length: 0.82m (2.69ft),  Average Daily Traffic: 27,000 (year 2019),  Truck Traffic: 2%,  Average Future Daily Traffic: 30,282 (year 2038),  Features Intersected: BUS CANYON DRAIN,  Facility Carried by Structure: ROYAL AVENUE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 5,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 18.3m (60.0ft),  Skew: 20 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.7m (12.1ft),  Curb or Sidewalk Widths: Left: 1.2m (3.9ft),  Right: 1.1m (3.6ft),  Curb-To-Curb Width: 18.3m (60.0ft),  Out-to-Out Width: 24.0m (78.7ft)

Condition: Channel: Excellent,  Culverts: Good,  Operating Rating: 40.5 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 24.3 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

Find on map >>   Show street view

Structure Number: 52C0274,  Location: 200' S. OF LOS ANGELES AV (Lat: 34.268147,  Lng: -118.708883),  Route carried "on" structure: City street ,  Year Built: 1999,  Status: Open,  Structure Length: 3.02m (9.91ft),  Average Daily Traffic: 3,000 (year 2019),  Truck Traffic: 1%,  Average Future Daily Traffic: 5,222 (year 2038),  Design Load: HS 20+Mod,  Features Intersected: ARROYO SIMI,  Facility Carried by Structure: TAPO ST
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Material/Design: Concrete,  Design/Construction: Box Beam or Girders - Single/Spread,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 29.1m (95.5ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 15.8m (51.8ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: 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: Better than present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: November 2020,  Deck Structure Type: Concrete Cast-file-Place

Find on map >>   Show street view

Structure Number: 52C028,  Location: .84 MI S TIERRA REJADA RD (Lat: 34.252503,  Lng: -118.863692),  Route carried "on" structure: County highway ,  Year Built: 2003,  Status: Open,  Structure Length: 3.85m (12.63ft),  Average Daily Traffic: 14,200 (year 2017),  Truck Traffic: 1%,  Average Future Daily Traffic: 18,797 (year 2038),  Features Intersected: ARROYO SANTA ROSA,  Facility Carried by Structure: MOORPARK ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 13.3m (43.6ft),  Material/Design: Steel,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 9,  Length of Maximum Span: 10.4m (34.1ft)

Condition: Channel: Very good,  Culverts: Good,  Operating Rating: 54.1 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Better than present minimum criteria,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: July 2018

Find on map >>   Show street view

Structure Number: 52C0288,  Location: 0.1 MI S/O ROYAL AVENUE (Lat: 34.263167,  Lng: -118.730350),  Route carried "on" structure: City street ,  Year Built: 1997,  Status: Open,  Structure Length: 6.13m (20.11ft),  Average Daily Traffic: 7,000 (year 2020),  Truck Traffic: 3%,  Average Future Daily Traffic: 6,162 (year 2038),  Design Load: HS 20+Mod,  Features Intersected: ARROYO SIMI,  Facility Carried by Structure: SEQUOIA AVENUE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 20.0m (65.6ft),  Skew: 23 degrees,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 30.0m (98.4ft),  Curb or Sidewalk Widths: Left: 2.7m (8.9ft),  Right: 2.7m (8.9ft),  Curb-To-Curb Width: 16.8m (55.1ft),  Out-to-Out Width: 27.4m (89.9ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: 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: 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 48 months,  Inspection Date: July 2020,  Deck Structure Type: Concrete Cast-file-Place

Find on map >>   Show street view

Structure Number: 52C0289,  Location: 2.5 MI S/O LOS ANGELES AV (Lat: 34.267700,  Lng: -118.692597),  Route carried "on" structure: City street ,  Year Built: 2002,  Status: Open,  Structure Length: 1.57m (5.15ft),  Average Daily Traffic: 1,000 (year 2020),  Truck Traffic: 1%,  Average Future Daily Traffic: 1,232 (year 2038),  Features Intersected: ARROYO SIMI,  Facility Carried by Structure: HIDDEN RANCH ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 3,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 12.1m (39.7ft),  Skew: 5 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 7.1m (23.3ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft)

Condition: Channel: Fair,  Culverts: Good,  Operating Rating: 54.1 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Better than present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2020

Find on map >>   Show street view

Structure Number: 52C029,  Location: 0.1 MI W/O TAPO CANYON RD (Lat: 34.306142,  Lng: -118.721711),  Route carried "on" structure: City street ,  Year Built: 2001,  Status: Open,  Structure Length: 1.30m (4.27ft),  Average Daily Traffic: 2,000 (year 2020),  Truck Traffic: 1%,  Average Future Daily Traffic: 6,675 (year 2038),  Design Load: HS 20,  Features Intersected: TAPO CANYON DRAIN,  Facility Carried by Structure: LOST CANYON DRIVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 8.6m (28.2ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 6.2m (20.3ft),  Curb-To-Curb Width: 8.0m (26.2ft),  Out-to-Out Width: 8.0m (26.2ft)

Condition: Channel: Fair,  Culverts: Good,  Operating Rating: 54.1 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Somewhat better than minimum adequacy,  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2020

Find on map >>   Show street view

Structure Number: 52C0291,  Location: 0.5 MI N/O EVENING SKY DR (Lat: 34.301572,  Lng: -118.692103),  Route carried "on" structure: City street ,  Year Built: 2002,  Status: Open,  Structure Length: 3.65m (11.98ft),  Average Daily Traffic: 2,500 (year 2020),  Truck Traffic: 1%,  Average Future Daily Traffic: 1,027 (year 2038),  Features Intersected: ARROYO LAS LLAJAS "N",  Facility Carried by Structure: YOSEMITE AVENUE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 12.0m (39.4ft),  Skew: 22 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 9.5m (31.2ft),  Curb or Sidewalk Widths: Left: 3.0m (9.8ft),  Right: 1.7m (5.6ft)

Condition: Channel: Fair,  Culverts: Good,  Operating Rating: 54.1 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Better than present minimum criteria,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2020

Find on map >>   Show street view

Structure Number: 52C0292,  Location: 0.4 M N/O EVENING SKY DR (Lat: 34.300750,  Lng: -118.690642),  Route carried "on" structure: City street ,  Year Built: 2003,  Status: Open,  Structure Length: 0.73m (2.40ft),  Average Daily Traffic: 2,500 (year 2020),  Truck Traffic: 1%,  Average Future Daily Traffic: 1,027 (year 2038),  Design Load: HS 20,  Features Intersected: ARROYO LAS LLAJAS "I",  Facility Carried by Structure: YOSEMITE AVENUE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 12.0m (39.4ft),  Skew: 29 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 6.6m (21.7ft),  Curb or Sidewalk Widths: Left: 3.0m (9.8ft),  Right: 1.7m (5.6ft)

Condition: Channel: Fair,  Culverts: Good,  Operating Rating: 54.1 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Better than present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2020

Find on map >>   Show street view

Structure Number: 52C0293,  Location: 0.2 MI S/O RTE 118 (Lat: 34.275781,  Lng: -118.662156),  Route carried "on" structure: City street ,  Year Built: 1965,  Status: Open,  Structure Length: 0.64m (2.10ft),  Average Daily Traffic: 10,000 (year 2020),  Truck Traffic: 1%,  Average Future Daily Traffic: 9,182 (year 2038),  Features Intersected: HUMMINGBIRD CREEK,  Facility Carried by Structure: KUEHNER DRIVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 5,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 19.3m (63.3ft),  Skew: 9 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 2.4m (7.9ft),  Curb or Sidewalk Widths: Left: 2.4m (7.9ft),  Right: 3.1m (10.2ft),  Curb-To-Curb Width: 19.3m (63.3ft),  Out-to-Out Width: 24.8m (81.4ft)

Condition: Channel: Excellent,  Culverts: Satisfactory,  Operating Rating: 40.5 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 24.3 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  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: July 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

Find on map >>   Show street view

Structure Number: 52C0296,  Location: 0.2 MI S LOS ANGELES AVE. (Lat: 34.268456,  Lng: -118.671858),  Route carried "on" structure: City street ,  Year Built: 1970,  Status: Open,  Structure Length: 0.74m (2.43ft),  Average Daily Traffic: 150 (year 2018),  Truck Traffic: 1%,  Average Future Daily Traffic: 184 (year 2038),  Design Load: H 20,  Features Intersected: ARROYO SIMI,  Facility Carried by Structure: DAVIDSON LANE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 9.0m (29.5ft),  Skew: 1 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 6.9m (22.6ft),  Curb-To-Curb Width: 7.5m (24.6ft),  Out-to-Out Width: 8.0m (26.2ft)

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: Somewhat better than minimum adequacy,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: July 2018,  Deck Structure Type: Concrete Cast-file-Place

Find on map >>   Show street view

Structure Number: 52C0297,  Location: 0.15 MI S/LOS ANGELES AVE (Lat: 34.268767,  Lng: -118.673717),  Route carried "on" structure: City street ,  Year Built: 1970,  Status: Open,  Structure Length: 0.72m (2.36ft),  Average Daily Traffic: 100 (year 2018),  Truck Traffic: 1%,  Average Future Daily Traffic: 122 (year 2038),  Design Load: H 20,  Features Intersected: ARROYO SIMI,  Facility Carried by Structure: RORY LANE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 10.2m (33.5ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 6.7m (22.0ft),  Curb-To-Curb Width: 8.9m (29.2ft),  Out-to-Out Width: 9.1m (29.9ft)

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: Better than 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: July 2018,  Deck Structure Type: Concrete Cast-file-Place

Find on map >>   Show street view

Structure Number: 52C0298,  Location: 0.2 MI S/LOS ANGELES AVE. (Lat: 34.268600,  Lng: -118.676200),  Route carried "on" structure: City street ,  Year Built: 1970,  Status: Open,  Structure Length: 0.72m (2.36ft),  Average Daily Traffic: 100 (year 2018),  Truck Traffic: 1%,  Average Future Daily Traffic: 122 (year 2038),  Design Load: H 20,  Features Intersected: ARROYO SIMI,  Facility Carried by Structure: OAK ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 6.3m (20.7ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 6.7m (22.0ft),  Curb-To-Curb Width: 8.8m (28.9ft),  Out-to-Out Width: 9.1m (29.9ft)

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: Better than present minimum criteria,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: July 2018,  Deck Structure Type: Concrete Cast-file-Place

Find on map >>   Show street view

Structure Number: 52C0299,  Location: 0.3 M S/ O LOS ANGELES AV (Lat: 34.267325,  Lng: -118.678250),  Route carried "on" structure: City street ,  Year Built: 2010,  Status: Open,  Structure Length: 1.28m (4.20ft),  Average Daily Traffic: 3,200 (year 2019),  Truck Traffic: 1%,  Average Future Daily Traffic: 4,080 (year 2038),  Features Intersected: ARROYO SIMI,  Facility Carried by Structure: YOSEMITE AVENUE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 18.2m (59.7ft),  Skew: 1 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 6.1m (20.0ft),  Curb or Sidewalk Widths: Left: 2.9m (9.5ft),  Right: 2.9m (9.5ft),  Curb-To-Curb Width: 18.2m (59.7ft),  Out-to-Out Width: 24.7m (81.0ft)

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: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: November 2020,  Deck Structure Type: Concrete Cast-file-Place

Find on map >>   Show street view

Structure Number: 52C03,  Location: 0.3 MI S LOS ANGELES ST. (Lat: 34.268228,  Lng: -118.682658),  Route carried "on" structure: City street ,  Year Built: 2009,  Status: Open,  Structure Length: 1.64m (5.38ft),  Average Daily Traffic: 2,100 (year 2019),  Truck Traffic: 1%,  Average Future Daily Traffic: 2,550 (year 2038),  Features Intersected: ARROYO SIMI,  Facility Carried by Structure: STOW AVENUE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 11.3m (37.1ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 8.0m (26.2ft),  Curb or Sidewalk Widths: Left: 2.6m (8.5ft),  Right: 2.6m (8.5ft),  Curb-To-Curb Width: 11.3m (37.1ft),  Out-to-Out Width: 17.1m (56.1ft)

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: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: December 2020,  Deck Structure Type: Concrete Cast-file-Place

Find on map >>   Show street view

Structure Number: 52 0282,  Location: 07-VEN-118-R30.52-SIMV (Lat: 34.278867,  Lng: -118.662336),  Route carried "under" structure: City street N201,  Year Built: 1968,  Structure Length: 0. m,  Average Daily Traffic: 6,480 (year 2019),  Truck Traffic: 2%,  Features Intersected: KUEHNER DR,  Facility Carried by Structure: ROUTE 118 EB
Minimum Vertical Clearance: 4.57m (14.99ft),  Kilometerpoint: 0.000,  Lanes on structure: 8,  Lanes under structure: 5,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 27.3m (89.6ft)

Find on map >>   Show street view

Structure Number: 52 0283,  Location: 07-VEN-118-R32.43 (Lat: 34.268092,  Lng: -118.635794),  Route carried "under" structure: State highway 118,  Year Built: 1968,  Structure Length: 0. m,  Average Daily Traffic: 122,000 (year 2019),  Truck Traffic: 8%,  Features Intersected: ROUTE 118,  Facility Carried by Structure: ROCKY PEAK RD
Minimum Vertical Clearance: 4.65m (15.26ft),  Kilometerpoint: 32.430,  Lanes on structure: 2,  Lanes under structure: 7,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 30.5m (100.1ft)

Find on map >>   Show street view

Structure Number: 52 03,  Location: 07-VEN-118-R29.56-SIMV (Lat: 34.281944,  Lng: -118.678839),  Route carried "under" structure: State highway 118,  Year Built: 1968,  Structure Length: 0. m,  Average Daily Traffic: 132,000 (year 2019),  Truck Traffic: 5%,  Features Intersected: ROUTE 118,  Facility Carried by Structure: YOSEMITE ST
Minimum Vertical Clearance: 5.30m (17.39ft),  Kilometerpoint: 29.560,  Lanes on structure: 4,  Lanes under structure: 8,  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 42.7m (140.1ft)

Find on map >>   Show street view

Structure Number: 52 0301,  Location: 07-VEN-118-R29.32-SIMV (Lat: 34.281992,  Lng: -118.682833),  Route carried "under" structure: State highway 118,  Year Built: 1968,  Structure Length: 0. m,  Average Daily Traffic: 136,000 (year 2019),  Truck Traffic: 5%,  Features Intersected: ROUTE 118,  Facility Carried by Structure: STOW STREET
Minimum Vertical Clearance: 4.97m (16.31ft),  Kilometerpoint: 29.320,  Lanes on structure: 2,  Lanes under structure: 8,  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 44.8m (147.0ft)

Find on map >>   Show street view

Structure Number: 52 0302,  Location: 07-VEN-118-R28.81-SIMV (Lat: 34.281347,  Lng: -118.691653),  Route carried "under" structure: City street N204,  Year Built: 1968,  Structure Length: 0. m,  Average Daily Traffic: 10,960 (year 2019),  Truck Traffic: 2%,  Features Intersected: STEARNS STREET,  Facility Carried by Structure: ROUTE 118
Minimum Vertical Clearance: 4.77m (15.65ft),  Kilometerpoint: 0.000,  Lanes on structure: 10,  Lanes under structure: 4,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 22.3m (73.2ft)

Find on map >>   Show street view

Structure Number: 52 0324,  Location: 07-VEN-118-R29.96-SIMV (Lat: 34.281364,  Lng: -118.671597),  Route carried "under" structure: State highway 118,  Year Built: 1968,  Structure Length: 0. m,  Average Daily Traffic: 132,000 (year 2019),  Truck Traffic: 4%,  Features Intersected: ROUTE 118,  Facility Carried by Structure: COCHRAN STREET
Minimum Vertical Clearance: 4.77m (15.65ft),  Kilometerpoint: 29.960,  Lanes on structure: 2,  Lanes under structure: 8,  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 33.8m (110.9ft)

Find on map >>   Show street view

Structure Number: 52 0329,  Location: 07-VEN-118-R23.81-SIMV (Lat: 34.282675,  Lng: -118.779025),  Route carried "under" structure: State highway 118,  Year Built: 1970,  Structure Length: 0. m,  Average Daily Traffic: 114,000 (year 2019),  Truck Traffic: 11%,  Features Intersected: ROUTE 118,  Facility Carried by Structure: FIRST ST OC
Minimum Vertical Clearance: 4.87m (15.98ft),  Kilometerpoint: 23.810,  Lanes on structure: 6,  Lanes under structure: 8,  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 44.2m (145.0ft)

Find on map >>   Show street view

Structure Number: 52 0354L,  Location: 07-VEN-118-R22.99-SIMV (Lat: 34.284325,  Lng: -118.792817),  Route carried "under" structure: City street N202,  Year Built: 1976,  Structure Length: 0. m,  Average Daily Traffic: 10,000 (year 2019),  Truck Traffic: 2%,  Features Intersected: MADERA RD,  Facility Carried by Structure: ROUTE 118 WB
Minimum Vertical Clearance: 5.05m (16.57ft),  Kilometerpoint: 0.000,  Lanes on structure: 5,  Lanes under structure: 5,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 25.0m (82.0ft)

Find on map >>   Show street view

Structure Number: 52 0354R,  Location: 07-VEN-118-R22.99-SIMV (Lat: 34.283969,  Lng: -118.793092),  Route carried "under" structure: City street N202,  Year Built: 1976,  Structure Length: 0. m,  Average Daily Traffic: 10,000 (year 2019),  Truck Traffic: 2%,  Features Intersected: MADERA RD,  Facility Carried by Structure: ROUTE 118 EB
Minimum Vertical Clearance: 5.76m (18.90ft),  Kilometerpoint: 0.000,  Lanes on structure: 3,  Lanes under structure: 5,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 26.1m (85.6ft)

Find on map >>   Show street view

Structure Number: 52 0387,  Location: 07-VEN-118-R22.56 (Lat: 34.287553,  Lng: -118.799217),  Route carried "under" structure: State highway 118,  Year Built: 1974,  Structure Length: 0. m,  Average Daily Traffic: 83,000 (year 2019),  Truck Traffic: 11%,  Features Intersected: ROUTE 118,  Facility Carried by Structure: LANDFILL ACCESS RD
Minimum Vertical Clearance: 5.23m (17.16ft),  Kilometerpoint: 22.560,  Lanes on structure: 2,  Lanes under structure: 5,  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 41.1m (134.8ft)