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

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Structure Number: 53 0147L,  Location: 07-LA-014-R47.34 (Lat: 34.497094,  Lng: -118.219075),  Route carried "on" structure: State highway 14,  Year Built: 1965,  Year Reconstructed: 2002,  Status: Open,  Structure Length: 5.16m (16.93ft),  Average Daily Traffic: 49,000 (year 2019),  Average Future Daily Traffic: 91,127 (year 2041),  Design Load: HS 20,  Features Intersected: RED ROVER MINE ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 47.340,  Lanes on structure: 3,  Lanes under structure: 2,  Base Highway Network: Yes (,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 17.7m (58.1ft),  Skew: 3 degrees,  Material/Design: Concrete continuous,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 22.9m (75.1ft),  Curb-To-Curb Width: 17.7m (58.1ft),  Out-to-Out Width: 18.5m (60.7ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 31.4 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 24.3 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete

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Structure Number: 53 0147R,  Location: 07-LA-014-R47.34 (Lat: 34.496808,  Lng: -118.219094),  Route carried "on" structure: State highway 14,  Year Built: 1965,  Year Reconstructed: 2002,  Status: Open,  Structure Length: 5.16m (16.93ft),  Average Daily Traffic: 49,000 (year 2019),  Average Future Daily Traffic: 91,127 (year 2041),  Design Load: HS 20,  Features Intersected: RED ROVER MINE ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 47.340,  Lanes on structure: 3,  Lanes under structure: 2,  Base Highway Network: Yes (,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 17.7m (58.1ft),  Skew: 3 degrees,  Material/Design: Concrete continuous,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 22.9m (75.1ft),  Curb-To-Curb Width: 17.7m (58.1ft),  Out-to-Out Width: 18.5m (60.7ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 31.4 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 24.3 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 53 0868L,  Location: 07-LA-014-R48.61 (Lat: 34.491808,  Lng: -118.198497),  Route carried "on" structure: State highway 14,  Year Built: 1965,  Year Reconstructed: 2000,  Status: Open,  Structure Length: 4.48m (14.70ft),  Average Daily Traffic: 49,000 (year 2019),  Average Future Daily Traffic: 91,127 (year 2041),  Design Load: HS 20,  Features Intersected: CROWN VALLLEY RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 48.610,  Lanes on structure: 3,  Lanes under structure: 3,  Base Highway Network: Yes (,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 17.7m (58.1ft),  Skew: 1 degrees,  Material/Design: Concrete continuous,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 20.1m (65.9ft),  Curb-To-Curb Width: 17.7m (58.1ft),  Out-to-Out Width: 18.5m (60.7ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 31.8 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 24.6 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: Equal to present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 53 0868R,  Location: 07-LA-014-R48.61 (Lat: 34.491361,  Lng: -118.198497),  Route carried "on" structure: State highway 14,  Year Built: 1965,  Year Reconstructed: 2002,  Status: Open,  Structure Length: 4.48m (14.70ft),  Average Daily Traffic: 49,000 (year 2019),  Average Future Daily Traffic: 91,127 (year 2041),  Design Load: HS 20,  Features Intersected: CROWN VALLLEY RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 48.610,  Lanes on structure: 3,  Lanes under structure: 3,  Base Highway Network: Yes (,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 17.7m (58.1ft),  Skew: 1 degrees,  Material/Design: Concrete continuous,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 20.1m (65.9ft),  Curb-To-Curb Width: 17.7m (58.1ft),  Out-to-Out Width: 18.5m (60.7ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 31.8 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 24.6 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: Equal to present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 53 0871L,  Location: 07-LA-014-R50.75 (Lat: 34.488967,  Lng: -118.162864),  Route carried "on" structure: State highway 14,  Year Built: 1965,  Year Reconstructed: 2002,  Status: Open,  Structure Length: 4.48m (14.70ft),  Average Daily Traffic: 48,500 (year 2019),  Truck Traffic: 5%,  Average Future Daily Traffic: 94,319 (year 2041),  Design Load: HS 20,  Features Intersected: SANTIAGO RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 50.750,  Lanes on structure: 3,  Lanes under structure: 2,  Base Highway Network: Yes (,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 17.7m (58.1ft),  Material/Design: Concrete continuous,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 20.1m (65.9ft),  Curb-To-Curb Width: 17.7m (58.1ft),  Out-to-Out Width: 18.5m (60.7ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 23.7 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: 18.5 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: Meets minimum limits,  Deck Geometry: Superior to present desirable criteria,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 53 0871R,  Location: 07-LA-014-R50.75 (Lat: 34.488614,  Lng: -118.163189),  Route carried "on" structure: State highway 14,  Year Built: 1965,  Year Reconstructed: 2002,  Status: Open,  Structure Length: 4.48m (14.70ft),  Average Daily Traffic: 48,500 (year 2019),  Truck Traffic: 5%,  Average Future Daily Traffic: 94,319 (year 2041),  Design Load: HS 20+Mod,  Features Intersected: SANTIAGO RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 50.750,  Lanes on structure: 3,  Lanes under structure: 2,  Base Highway Network: Yes (,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 17.7m (58.1ft),  Material/Design: Concrete continuous,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 20.1m (65.9ft),  Curb-To-Curb Width: 17.7m (58.1ft),  Out-to-Out Width: 18.5m (60.7ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 23.7 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: 18.5 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: Meets minimum limits,  Deck Geometry: Superior to present desirable criteria,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 53 0979,  Location: 07-LA-014-R52.17 (Lat: 34.487603,  Lng: -118.140350),  Route carried "on" structure: County highway ,  Year Built: 1965,  Status: Open,  Structure Length: 8.79m (28.84ft),  Average Daily Traffic: 4,900 (year 2017),  Truck Traffic: 2%,  Average Future Daily Traffic: 7,211 (year 2041),  Design Load: HS 20,  Features Intersected: ROUTE 14,  Facility Carried by Structure: SIERRA HWY OC
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 6,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 9.2m (30.2ft),  Skew: 3 degrees,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 28.0m (91.9ft),  Curb or Sidewalk Widths: Left: 0.6m (2.0ft),  Right: 0.0m,  Curb-To-Curb Width: 9.2m (30.2ft),  Out-to-Out Width: 10.7m (35.1ft)

Condition: Deck: Fair,  Superstructure: Good,  Substructure: Good,  Operating Rating: 38.6 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 29.8 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: Better than present minimum criteria,  Deck Geometry: Meets minimum limits,  Underclear: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 53 1005,  Location: 07-LA-014-R54.55 (Lat: 34.510956,  Lng: -118.110911),  Route carried "on" structure: State highway 14,  Year Built: 1965,  Year Reconstructed: 2006,  Status: Open,  Structure Length: 6.43m (21.10ft),  Average Daily Traffic: 105,000 (year 2017),  Truck Traffic: 4%,  Average Future Daily Traffic: 187,386 (year 2041),  Design Load: HS 20,  Features Intersected: VINCENT RAMP UC
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 54.550,  Lanes on structure: 6,  Lanes under structure: 4,  Base Highway Network: Yes (,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 32.4m (106.3ft),  Skew: 33 degrees,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 28.0m (91.9ft),  Curb-To-Curb Width: 32.4m (106.3ft),  Out-to-Out Width: 33.9m (111.2ft)

Condition: Deck: Fair,  Superstructure: Good,  Substructure: Good,  Operating Rating: 77.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 46.3 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 53 1545L,  Location: 07-LA-014-45.73 (Lat: 34.504714,  Lng: -118.245514),  Route carried "on" structure: State highway 14,  Year Built: 1963,  Year Reconstructed: 2002,  Status: Open,  Structure Length: 3.05m (10.01ft),  Average Daily Traffic: 48,500 (year 2019),  Average Future Daily Traffic: 94,163 (year 2041),  Features Intersected: PURITAN MINE ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 45.730,  Lanes on structure: 3,  Lanes under structure: 2,  Base Highway Network: Yes (,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 17.5m (57.4ft),  Material/Design: Concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 12.2m (40.0ft),  Curb-To-Curb Width: 17.5m (57.4ft),  Out-to-Out Width: 18.5m (60.7ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 52.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 34.0 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 53 1545R,  Location: 07-LA-014-45.73 (Lat: 34.504475,  Lng: -118.245594),  Route carried "on" structure: State highway 14,  Year Built: 1963,  Year Reconstructed: 2002,  Status: Open,  Structure Length: 3.05m (10.01ft),  Average Daily Traffic: 48,500 (year 2019),  Average Future Daily Traffic: 94,163 (year 2041),  Design Load: HS 20,  Features Intersected: PURITAN MINE ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 45.730,  Lanes on structure: 3,  Lanes under structure: 2,  Base Highway Network: Yes (,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 17.6m (57.7ft),  Material/Design: Concrete continuous,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 12.2m (40.0ft),  Curb-To-Curb Width: 17.6m (57.7ft),  Out-to-Out Width: 18.5m (60.7ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 52.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 34.0 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 53 1546,  Location: 07-LA-014-46.76 (Lat: 34.501047,  Lng: -118.228342),  Route carried "on" structure: County highway ,  Year Built: 1968,  Status: Open,  Structure Length: 8.81m (28.90ft),  Average Daily Traffic: 3,500 (year 2019),  Truck Traffic: 1%,  Average Future Daily Traffic: 5,255 (year 2041),  Design Load: HS 20,  Features Intersected: ROUTE 14,  Facility Carried by Structure: WARD ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Lanes under structure: 6,  Owner: State Highway Agency,  Approaching Roadway Width: 17.1m (56.1ft),  Skew: 3 degrees,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 31.5m (103.3ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 1.9m (6.2ft),  Curb-To-Curb Width: 17.1m (56.1ft),  Out-to-Out Width: 19.9m (65.3ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Fair,  Operating Rating: 56.1 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 43.1 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: Somewhat better than minimum adequacy,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 53 1793,  Location: 07-LA-014-46.60 (Lat: 34.501344,  Lng: -118.230828),  Route carried "on" structure: State highway 14,  Year Built: 1963,  Status: Open,  Structure Length: 0.76m (2.49ft),  Average Daily Traffic: 97,000 (year 2019),  Average Future Daily Traffic: 188,327 (year 2041),  Design Load: HS 20,  Features Intersected: WARD WASH
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 46.600,  Lanes on structure: 6,  Base Highway Network: Yes (,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 39.6m (129.9ft),  Skew: 3 degrees,  Material/Design: Concrete continuous,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.0m (9.8ft),  Curb-To-Curb Width: 39.6m (129.9ft),  Out-to-Out Width: 73.4m (240.8ft)

Condition: Channel: Good,  Culverts: Good,  Operating Rating: 54.1 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: Febuary 2019

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Structure Number: 53 1912,  Location: 07-LA-014-R49.00 (Lat: 34.492394,  Lng: -118.192525),  Route carried "on" structure: State highway 14,  Year Built: 1965,  Status: Open,  Structure Length: 0.88m (2.89ft),  Average Daily Traffic: 98,000 (year 2019),  Average Future Daily Traffic: 182,256 (year 2041),  Design Load: HS 20,  Features Intersected: ACTON CANYON WASH
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 49.000,  Lanes on structure: 6,  Base Highway Network: Yes (,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 43.0m (141.1ft),  Skew: 2 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 2.4m (7.9ft),  Curb-To-Curb Width: 43.0m (141.1ft),  Out-to-Out Width: 74.2m (243.4ft)

Condition: Channel: Good,  Culverts: Good,  Operating Rating: 54.1 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: Febuary 2019

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Structure Number: 53 1913,  Location: 07-LA-014-R47.20 (Lat: 34.497111,  Lng: -118.219622),  Route carried "on" structure: State highway 14,  Year Built: 1965,  Status: Open,  Structure Length: 0.63m (2.07ft),  Average Daily Traffic: 98,000 (year 2019),  Average Future Daily Traffic: 183,473 (year 2043),  Design Load: HS 20,  Features Intersected: RED ROVER WASH
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 47.200,  Lanes on structure: 6,  Base Highway Network: Yes (,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 35.8m (117.5ft),  Skew: 1 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 2.1m (6.9ft),  Curb-To-Curb Width: 35.8m (117.5ft),  Out-to-Out Width: 70.3m (230.6ft)

Condition: Channel: Good,  Culverts: Good,  Operating Rating: 54.1 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: Febuary 2021

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Structure Number: 53 1979,  Location: 07-LA-014-R53.61 (Lat: 34.499811,  Lng: -118.120778),  Route carried "on" structure: State highway 14,  Year Built: 1965,  Status: Open,  Structure Length: 1.25m (4.10ft),  Average Daily Traffic: 105,000 (year 2017),  Truck Traffic: 4%,  Average Future Daily Traffic: 202,839 (year 2041),  Design Load: HS 20,  Features Intersected: MOUNTAIN SPRINGS WASH
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 53.610,  Lanes on structure: 7,  Base Highway Network: Yes (,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 33.4m (109.6ft),  Skew: 5 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 2.4m (7.9ft),  Curb-To-Curb Width: 33.4m (109.6ft),  Out-to-Out Width: 73.3m (240.5ft)

Condition: Channel: Good,  Culverts: Good,  Operating Rating: 54.1 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: March 2019

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Structure Number: 53C0069,  Location: 6.0MI SW/O SR-14 FWY (Lat: 34.438261,  Lng: -118.249172),  Route carried "on" structure: County highway Q065,  Year Built: 1948,  Status: Open,  Structure Length: 15.45m (50.69ft),  Average Daily Traffic: 2,550 (year 2012),  Truck Traffic: 4%,  Average Future Daily Traffic: 2,805 (year 2040),  Design Load: HS 20,  Features Intersected: SANTA CLARA RIV / SPTC,  Facility Carried by Structure: SOLEDAD CYN RD
Minimum Vertical Clearance: 30.47m (99.97ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 7.9m (25.9ft),  Skew: 1 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 44.2m (145.0ft),  Curb-To-Curb Width: 7.9m (25.9ft),  Out-to-Out Width: 8.5m (27.9ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Very good,  Operating Rating: 99.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 61.9 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: High priority of corrective action,  Underclear: Equal to present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 24 months,  Inspection Date: August 2020,  Critical Feature Inspection Date: August 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 53C0485,  Location: 0.4MI E/O AGUA DULCE CYN (Lat: 34.438392,  Lng: -118.278683),  Route carried "on" structure: County highway Q065,  Year Built: 1946,  Year Reconstructed: 1962,  Status: Open,  Structure Length: 0.73m (2.40ft),  Average Daily Traffic: 1,204 (year 2012),  Truck Traffic: 1%,  Average Future Daily Traffic: 1,324 (year 2041),  Features Intersected: INDIAN CYN CRK,  Facility Carried by Structure: SOLEDAD CYN RD
Minimum Vertical Clearance: 30.47m (99.97ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 7.9m (25.9ft),  Skew: 3 degrees,  Material/Design: Wood or Timber,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 6.7m (22.0ft),  Curb-To-Curb Width: 8.4m (27.6ft),  Out-to-Out Width: 8.7m (28.5ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Fair,  Channel: Satisfactory,  Operating Rating: 31.8 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 20.7 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2021,  Deck Structure Type: Wood or Timber,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 53C0642,  Location: 0.1MI S/O SIERRA HWY (Lat: 34.508433,  Lng: -118.110594),  Route carried "on" structure: County highway W481,  Year Built: 1961,  Status: Open,  Structure Length: 5.09m (16.70ft),  Average Daily Traffic: 1,687 (year 2012),  Truck Traffic: 1%,  Average Future Daily Traffic: 1,856 (year 2038),  Design Load: HS 20,  Features Intersected: ANGELES FOREST HWY OH SP,  Facility Carried by Structure: ANGELES FOREST HWY
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 8.5m (27.9ft),  Skew: 9 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 16.5m (54.1ft),  Curb or Sidewalk Widths: Left: 1.4m (4.6ft),  Right: 0.5m (1.6ft),  Curb-To-Curb Width: 10.2m (33.5ft),  Out-to-Out Width: 11.0m (36.1ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Good,  Operating Rating: 64.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 38.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Underclear: Better than present minimum criteria,  Approach Roadway Alignment: Somewhat better than minimum adequacy,  Designated Inspection Frequency: Every 48 months,  Inspection Date: May 2018,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 53C1022,  Location: 3.3MI W/O ANGELES FOR HWY (Lat: 34.435169,  Lng: -118.131517),  Route carried "on" structure: County highway WPA1,  Year Built: 1956,  Status: Open,  Structure Length: 0.82m (2.69ft),  Average Daily Traffic: 1,273 (year 2012),  Truck Traffic: 1%,  Average Future Daily Traffic: 1,400 (year 2040),  Design Load: HS 20,  Features Intersected: BEARTRAP CYN CRK,  Facility Carried by Structure: ALISO CYN RD
Minimum Vertical Clearance: 30.47m (99.97ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 9.1m (29.9ft),  Material/Design: Wood or Timber,  Design/Construction: Slab,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 7.6m (24.9ft),  Curb-To-Curb Width: 7.7m (25.3ft),  Out-to-Out Width: 8.6m (28.2ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Good,  Channel: Satisfactory,  Operating Rating: 53.1 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 36.9 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 24 months,  Inspection Date: May 2020,  Critical Feature Inspection Date: June 2021,  Deck Structure Type: Wood or Timber,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 53C1697,  Location: 1.4MI W/O ANGELES FOR HWY (Lat: 34.460831,  Lng: -118.158058),  Route carried "on" structure: County highway WPA1,  Year Built: 1978,  Status: Open,  Structure Length: 0.91m (2.99ft),  Average Daily Traffic: 1,273 (year 2012),  Truck Traffic: 2%,  Average Future Daily Traffic: 1,400 (year 2040),  Features Intersected: ALISO CYN CRK,  Facility Carried by Structure: ALISO CN RD N/XING
Minimum Vertical Clearance: 30.47m (99.97ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 7.9m (25.9ft),  Skew: 3 degrees,  Material/Design: Steel,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 1.2m (3.9ft),  Curb-To-Curb Width: 8.0m (26.2ft),  Out-to-Out Width: 15.2m (49.9ft)

Condition: Channel: Good,  Culverts: Satisfactory,  Operating Rating: 54.1 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: May 2020

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Structure Number: 53C1994,  Location: 4.7MI W/O ANGELES FOR HWY (Lat: 34.443183,  Lng: -118.149881),  Route carried "on" structure: County highway WPA1,  Year Built: 2006,  Status: Open,  Structure Length: 3.85m (12.63ft),  Average Daily Traffic: 1,326 (year 2012),  Truck Traffic: 3%,  Average Future Daily Traffic: 1,459 (year 2041),  Design Load: HS 20+Mod,  Features Intersected: GLEASON CYN CRK,  Facility Carried by Structure: ALISO CYN RD
Minimum Vertical Clearance: 30.47m (99.97ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 12.4m (40.7ft),  Material/Design: Concrete,  Design/Construction: Box Beam or Girders - Single/Spread,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 38.5m (126.3ft),  Curb-To-Curb Width: 12.1m (39.7ft),  Out-to-Out Width: 13.3m (43.6ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  Channel: Excellent,  Operating Rating: 99.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 65.1 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 minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 53C2115,  Location: 2.1MI W/O ANGLS FOR HWY (Lat: 34.428961,  Lng: -118.113253),  Route carried "on" structure: County highway WPA1,  Year Built: 2000,  Status: Open,  Structure Length: 3.11m (10.20ft),  Average Daily Traffic: 1,273 (year 2012),  Truck Traffic: 2%,  Average Future Daily Traffic: 1,400 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: ALISO CYN CRK,  Facility Carried by Structure: ALISO CYN RD
Minimum Vertical Clearance: 30.47m (99.97ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 29.6m (97.1ft),  Curb-To-Curb Width: 11.6m (38.1ft),  Out-to-Out Width: 12.6m (41.3ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  Channel: Excellent,  Operating Rating: 94.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 56.7 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 minimum criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: April 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 53C2239,  Location: 0.3MI N/O SIERRA HWY (Lat: 34.498706,  Lng: -118.164681),  Route carried "on" structure: City street ,  Year Built: 2011,  Status: Open,  Structure Length: 0.62m (2.03ft),  Average Daily Traffic: 305 (year 2012),  Average Future Daily Traffic: 305 (year 2041),  Features Intersected: UNNAMED WASH,  Facility Carried by Structure: DESERT RD
Minimum Vertical Clearance: 30.47m (99.97ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: Town or Township Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  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-To-Curb Width: 7.9m (25.9ft),  Out-to-Out Width: 27.5m (90.2ft)

Condition: Channel: Satisfactory,  Culverts: Very good,  Operating Rating: 54.1 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: May 2020

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Structure Number: 53 0979,  Location: 07-LA-014-R52.17 (Lat: 34.487603,  Lng: -118.140350),  Route carried "under" structure: State highway 14,  Year Built: 1965,  Structure Length: 0. m,  Average Daily Traffic: 105,000 (year 2017),  Truck Traffic: 4%,  Features Intersected: ROUTE 14,  Facility Carried by Structure: SIERRA HWY OC
Minimum Vertical Clearance: 4.95m (16.24ft),  Kilometerpoint: 52.170,  Lanes on structure: 2,  Lanes under structure: 6,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 28.0m (91.9ft)

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Structure Number: 53 098,  Location: 07-LA-014-R53.80 (Lat: 34.502419,  Lng: -118.119006),  Route carried "under" structure: State highway 14,  Year Built: 1965,  Structure Length: 0. m,  Average Daily Traffic: 105,000 (year 2017),  Truck Traffic: 4%,  Features Intersected: STATE ROUTE 14,  Facility Carried by Structure: MOUNTAIN SPRNGS RD
Minimum Vertical Clearance: 4.80m (15.75ft),  Kilometerpoint: 53.800,  Lanes on structure: 2,  Lanes under structure: 6,  Material/Design: Concrete continuous,  Design/Construction: Tee Beam,  Length of Maximum Span: 21.9m (71.9ft)

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Structure Number: 53 1004S,  Location: 07-LA-014-R54.50 (Lat: 34.509881,  Lng: -118.110897),  Route carried "under" structure: County highway ,  Year Built: 1965,  Structure Length: 0. m,  Average Daily Traffic: 105,000 (year 2017),  Truck Traffic: 4%,  Features Intersected: SIERRA HWY,  Facility Carried by Structure: RAMP/CONNECTOR 14
Minimum Vertical Clearance: 4.80m (15.75ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 26.8m (87.9ft)

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Structure Number: 53 1005,  Location: 07-LA-014-R54.55 (Lat: 34.510956,  Lng: -118.110911),  Route carried "under" structure: Ramp State highway 14,  Year Built: 1965,  Structure Length: 0. m,  Average Daily Traffic: 11,700 (year 2017),  Truck Traffic: 1%,  Features Intersected: VINCENT RAMP UC
Minimum Vertical Clearance: 4.85m (15.91ft),  Kilometerpoint: 54.550,  Lanes on structure: 6,  Lanes under structure: 4,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 28.0m (91.9ft)

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Structure Number: 53 1546,  Location: 07-LA-014-46.76 (Lat: 34.501047,  Lng: -118.228342),  Route carried "under" structure: State highway 14,  Year Built: 1968,  Structure Length: 0. m,  Average Daily Traffic: 98,000 (year 2019),  Features Intersected: ROUTE 14,  Facility Carried by Structure: WARD ROAD
Minimum Vertical Clearance: 4.72m (15.49ft),  Kilometerpoint: 46.760,  Lanes on structure: 4,  Lanes under structure: 6,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 31.5m (103.3ft)