Bridge Statistics for Lancaster, California (CA)
Condition, Traffic, Stress, Structural Evaluation, Project Costs
- New bridges - historical statistics
- 31920-1929
- 21950-1959
- 291960-1969
- 261970-1979
- 21980-1989
- 91990-1999
- 32000-2009
- 12010-2018
- Reconstructed bridges - Historical Statistics
- 21920-1929
- 01930-1939
- 01940-1949
- 01950-1959
- 01960-1969
- 01970-1979
- 01980-1989
- 31990-1999
- Bridge Condition - Deck
- 3.7%Very good
- 88.9%Good
- 3.7%Satisfactory
- 3.7%Fair
- Bridge Condition - Superstructure
- 88.9%Good
- 7.4%Satisfactory
- 3.7%Poor
- Bridge Condition - Substructure
- 3.7%Very good
- 77.8%Good
- 11.1%Satisfactory
- 7.4%Fair
- Bridge Condition - Channel
- 22.0%Excellent
- 51.2%Very good
- 17.1%Good
- 9.8%Satisfactory
- Bridge Condition - Culverts
- 34.3%Very good
- 60.0%Good
- 5.7%Satisfactory
Find on map >> Show street view
Structure Number: 53 1835, Location: 07-LA-138-36.85 (Lat: 34.776847, Lng: -118.171031), Route carried "on" structure: State highway 138, Year Built: 1968, Status: Open, Structure Length: 7.25m (23.79ft), Average Daily Traffic: 3,750 (year 2010), Truck Traffic: 14%, Average Future Daily Traffic: 20,938 (year 2035), Design Load: HS 20+Mod, Features Intersected: STATE ROUTE 14
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.685, Lanes on structure: 2, Lanes under structure: 5, Base Highway Network: Yes (Inventory Route: 1, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 195.0m (639.8ft), Skew: 20 degrees, Material/Design: Concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 2, Length of Maximum Span: 38.4m (126.0ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 0.0m, Curb-To-Curb Width: 19.5m (64.0ft), Out-to-Out Width: 21.6m (70.9ft)
Condition: Deck: Very good, Superstructure: Good, Substructure: Very good, Operating Rating: 4.5 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: 3.5 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: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Superior to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2016, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 53 1835, Location: 07-LA-138-36.85 (Lat: 34.776847, Lng: -118.171031), Route carried "on" structure: State highway 138, Year Built: 1968, Status: Open, Structure Length: 7.25m (23.79ft), Average Daily Traffic: 3,750 (year 2010), Truck Traffic: 14%, Average Future Daily Traffic: 20,938 (year 2035), Design Load: HS 20+Mod, Features Intersected: STATE ROUTE 14
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.685, Lanes on structure: 2, Lanes under structure: 5, Base Highway Network: Yes (Inventory Route: 1, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 195.0m (639.8ft), Skew: 20 degrees, Material/Design: Concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 2, Length of Maximum Span: 38.4m (126.0ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 0.0m, Curb-To-Curb Width: 19.5m (64.0ft), Out-to-Out Width: 21.6m (70.9ft)
Condition: Deck: Very good, Superstructure: Good, Substructure: Very good, Operating Rating: 4.5 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: 3.5 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: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Superior to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2016, Deck Structure Type: Concrete Cast-file-Place
Find on map >> Show street view
Structure Number: 53 1835, Location: 07-LA-138-36.85 (Lat: 34.776847, Lng: -118.171031), Route carried "under" structure: State highway 14, Year Built: 1968, Structure Length: 0. m, Average Daily Traffic: 33,500 (year 2009), Truck Traffic: 7%, Features Intersected: STATE ROUTE 14, Facility Carried by Structure: SR 138 (AVENUE D)
Minimum Vertical Clearance: 4.59m (15.06ft), Kilometerpoint: 0.074, Lanes on structure: 2, Lanes under structure: 5, Material/Design: Concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Length of Maximum Span: 38.4m (126.0ft)
Structure Number: 53 1835, Location: 07-LA-138-36.85 (Lat: 34.776847, Lng: -118.171031), Route carried "under" structure: State highway 14, Year Built: 1968, Structure Length: 0. m, Average Daily Traffic: 33,500 (year 2009), Truck Traffic: 7%, Features Intersected: STATE ROUTE 14, Facility Carried by Structure: SR 138 (AVENUE D)
Minimum Vertical Clearance: 4.59m (15.06ft), Kilometerpoint: 0.074, Lanes on structure: 2, Lanes under structure: 5, Material/Design: Concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Length of Maximum Span: 38.4m (126.0ft)
Find on map >> Show street view
Structure Number: 53 1859, Location: 07-LA-014-R73.00 (Lat: 34.762278, Lng: -118.170911), Route carried "on" structure: County highway , Year Built: 1968, Status: Open, Structure Length: 6.77m (22.21ft), Average Daily Traffic: 255 (year 1998), Truck Traffic: 18%, Average Future Daily Traffic: 375 (year 2035), Design Load: HS 20, Features Intersected: ROUTE 14, Facility Carried by Structure: AVENUE "E"
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 98.0m (321.5ft), Material/Design: Concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 2, Length of Maximum Span: 33.5m (109.9ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 1.7m (5.6ft), Curb-To-Curb Width: 9.8m (32.2ft), Out-to-Out Width: 12.1m (39.7ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Fair, Operating Rating: 39.5 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: 30.5 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: Better than present minimum criteria, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Superior to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2017, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 53 1859, Location: 07-LA-014-R73.00 (Lat: 34.762278, Lng: -118.170911), Route carried "on" structure: County highway , Year Built: 1968, Status: Open, Structure Length: 6.77m (22.21ft), Average Daily Traffic: 255 (year 1998), Truck Traffic: 18%, Average Future Daily Traffic: 375 (year 2035), Design Load: HS 20, Features Intersected: ROUTE 14, Facility Carried by Structure: AVENUE "E"
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 98.0m (321.5ft), Material/Design: Concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 2, Length of Maximum Span: 33.5m (109.9ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 1.7m (5.6ft), Curb-To-Curb Width: 9.8m (32.2ft), Out-to-Out Width: 12.1m (39.7ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Fair, Operating Rating: 39.5 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: 30.5 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: Better than present minimum criteria, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Superior to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2017, Deck Structure Type: Concrete Cast-file-Place
Find on map >> Show street view
Structure Number: 53 1859, Location: 07-LA-014-R73.00 (Lat: 34.762278, Lng: -118.170911), Route carried "under" structure: State highway 14, Year Built: 1968, Structure Length: 0. m, Average Daily Traffic: 33,500 (year 2009), Truck Traffic: 7%, Features Intersected: ROUTE 14, Facility Carried by Structure: AVENUE "E"
Minimum Vertical Clearance: 4.59m (15.06ft), Kilometerpoint: 0.073, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Length of Maximum Span: 33.5m (109.9ft)
Structure Number: 53 1859, Location: 07-LA-014-R73.00 (Lat: 34.762278, Lng: -118.170911), Route carried "under" structure: State highway 14, Year Built: 1968, Structure Length: 0. m, Average Daily Traffic: 33,500 (year 2009), Truck Traffic: 7%, Features Intersected: ROUTE 14, Facility Carried by Structure: AVENUE "E"
Minimum Vertical Clearance: 4.59m (15.06ft), Kilometerpoint: 0.073, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Length of Maximum Span: 33.5m (109.9ft)
Find on map >> Show street view
Structure Number: 53 186, Location: 07-LA-014-R70.99-LAN (Lat: 34.733167, Lng: -118.170722), Route carried "under" structure: State highway 14, Year Built: 1968, Structure Length: 0. m, Average Daily Traffic: 37,500 (year 2009), Features Intersected: ROUTE 14, Facility Carried by Structure: AVENUE "G"
Minimum Vertical Clearance: 4.52m (14.83ft), Kilometerpoint: 7.099, Lanes on structure: 2, Lanes under structure: 6, Material/Design: Concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Length of Maximum Span: 38.4m (126.0ft)
Structure Number: 53 186, Location: 07-LA-014-R70.99-LAN (Lat: 34.733167, Lng: -118.170722), Route carried "under" structure: State highway 14, Year Built: 1968, Structure Length: 0. m, Average Daily Traffic: 37,500 (year 2009), Features Intersected: ROUTE 14, Facility Carried by Structure: AVENUE "G"
Minimum Vertical Clearance: 4.52m (14.83ft), Kilometerpoint: 7.099, Lanes on structure: 2, Lanes under structure: 6, Material/Design: Concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Length of Maximum Span: 38.4m (126.0ft)
Find on map >> Show street view
Structure Number: 53 1861, Location: 07-LA-014-R72.00 (Lat: 34.747725, Lng: -118.170844), Route carried "on" structure: County highway , Year Built: 1968, Status: Open, Structure Length: 7.74m (25.39ft), Average Daily Traffic: 525 (year 1998), Truck Traffic: 10%, Average Future Daily Traffic: 689 (year 2035), Design Load: HS 20, Features Intersected: ROUTE 14, Facility Carried by Structure: AVENUE "F"
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: 98.0m (321.5ft), Material/Design: Concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 2, Length of Maximum Span: 38.4m (126.0ft), Curb or Sidewalk Widths: Left: 1.7m (5.6ft), Right: 0.0m, Curb-To-Curb Width: 9.8m (32.2ft), Out-to-Out Width: 12.1m (39.7ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 4.7 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: 36.3 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: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Superior to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2017, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 53 1861, Location: 07-LA-014-R72.00 (Lat: 34.747725, Lng: -118.170844), Route carried "on" structure: County highway , Year Built: 1968, Status: Open, Structure Length: 7.74m (25.39ft), Average Daily Traffic: 525 (year 1998), Truck Traffic: 10%, Average Future Daily Traffic: 689 (year 2035), Design Load: HS 20, Features Intersected: ROUTE 14, Facility Carried by Structure: AVENUE "F"
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: 98.0m (321.5ft), Material/Design: Concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 2, Length of Maximum Span: 38.4m (126.0ft), Curb or Sidewalk Widths: Left: 1.7m (5.6ft), Right: 0.0m, Curb-To-Curb Width: 9.8m (32.2ft), Out-to-Out Width: 12.1m (39.7ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 4.7 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: 36.3 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: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Superior to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2017, Deck Structure Type: Concrete Cast-file-Place
Find on map >> Show street view
Structure Number: 53 1861, Location: 07-LA-014-R72.00 (Lat: 34.747725, Lng: -118.170844), Route carried "under" structure: State highway 14, Year Built: 1968, Structure Length: 0. m, Average Daily Traffic: 37,500 (year 2009), Features Intersected: ROUTE 14, Facility Carried by Structure: AVENUE "F"
Minimum Vertical Clearance: 4.52m (14.83ft), Kilometerpoint: 0.072, Lanes on structure: 2, Lanes under structure: 6, Material/Design: Concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Length of Maximum Span: 38.4m (126.0ft)
Structure Number: 53 1861, Location: 07-LA-014-R72.00 (Lat: 34.747725, Lng: -118.170844), Route carried "under" structure: State highway 14, Year Built: 1968, Structure Length: 0. m, Average Daily Traffic: 37,500 (year 2009), Features Intersected: ROUTE 14, Facility Carried by Structure: AVENUE "F"
Minimum Vertical Clearance: 4.52m (14.83ft), Kilometerpoint: 0.072, Lanes on structure: 2, Lanes under structure: 6, Material/Design: Concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Length of Maximum Span: 38.4m (126.0ft)
Find on map >> Show street view
Structure Number: 53 1862, Location: 07-LA-014-R69.99-LAN (Lat: 34.718564, Lng: -118.170606), Route carried "on" structure: City street Q040, Year Built: 1968, Year Reconstructed: 2002, Status: Open, Structure Length: 7.74m (25.39ft), Average Daily Traffic: 500 (year 1998), Truck Traffic: 4%, Average Future Daily Traffic: 613 (year 2035), Features Intersected: ROUTE 14, Facility Carried by Structure: AVENUE "H"
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 6, Lanes under structure: 6, Owner: State Highway Agency, Approaching Roadway Width: 287.0m (941.6ft), Material/Design: Concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 2, Length of Maximum Span: 38.4m (126.0ft), Curb or Sidewalk Widths: Left: 1.7m (5.6ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 28.7m (94.2ft), Out-to-Out Width: 32.5m (106.6ft)
Condition: Deck: Good, Superstructure: Good, Substructure: 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, Underclear: High priority of corrective action, Approach Roadway Alignment: Superior to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2017, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 53 1862, Location: 07-LA-014-R69.99-LAN (Lat: 34.718564, Lng: -118.170606), Route carried "on" structure: City street Q040, Year Built: 1968, Year Reconstructed: 2002, Status: Open, Structure Length: 7.74m (25.39ft), Average Daily Traffic: 500 (year 1998), Truck Traffic: 4%, Average Future Daily Traffic: 613 (year 2035), Features Intersected: ROUTE 14, Facility Carried by Structure: AVENUE "H"
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 6, Lanes under structure: 6, Owner: State Highway Agency, Approaching Roadway Width: 287.0m (941.6ft), Material/Design: Concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 2, Length of Maximum Span: 38.4m (126.0ft), Curb or Sidewalk Widths: Left: 1.7m (5.6ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 28.7m (94.2ft), Out-to-Out Width: 32.5m (106.6ft)
Condition: Deck: Good, Superstructure: Good, Substructure: 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, Underclear: High priority of corrective action, Approach Roadway Alignment: Superior to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2017, Deck Structure Type: Concrete Cast-file-Place
Find on map >> Show street view
Structure Number: 53 1862, Location: 07-LA-014-R69.99-LAN (Lat: 34.718564, Lng: -118.170606), Route carried "under" structure: State highway 14, Year Built: 1968, Structure Length: 0. m, Average Daily Traffic: 75,000 (year 2009), Truck Traffic: 9%, Features Intersected: ROUTE 14, Facility Carried by Structure: AVENUE "H"
Minimum Vertical Clearance: 4.52m (14.83ft), Kilometerpoint: 6.999, Lanes on structure: 6, Lanes under structure: 6, Material/Design: Concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Length of Maximum Span: 38.4m (126.0ft)
Structure Number: 53 1862, Location: 07-LA-014-R69.99-LAN (Lat: 34.718564, Lng: -118.170606), Route carried "under" structure: State highway 14, Year Built: 1968, Structure Length: 0. m, Average Daily Traffic: 75,000 (year 2009), Truck Traffic: 9%, Features Intersected: ROUTE 14, Facility Carried by Structure: AVENUE "H"
Minimum Vertical Clearance: 4.52m (14.83ft), Kilometerpoint: 6.999, Lanes on structure: 6, Lanes under structure: 6, Material/Design: Concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Length of Maximum Span: 38.4m (126.0ft)
Find on map >> Show street view
Structure Number: 53 2028L, Location: 07-LA-014-R70.27-LAN (Lat: 34.722744, Lng: -118.170364), Route carried "on" structure: State highway 14, Year Built: 1968, Status: Open, Structure Length: 11.98m (39.30ft), Average Daily Traffic: 18,750 (year 2009), Average Future Daily Traffic: 39,048 (year 2035), Design Load: HS 20, Features Intersected: AMARGOSA CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 7.027, Lanes on structure: 2, Base Highway Network: Yes (, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 119.0m (390.4ft), Skew: 1 degrees, Material/Design: Concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 5, Length of Maximum Span: 25.9m (85.0ft), Curb-To-Curb Width: 11.9m (39.0ft), Out-to-Out Width: 12.5m (41.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 77.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 46.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Superior to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2017, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 53 2028L, Location: 07-LA-014-R70.27-LAN (Lat: 34.722744, Lng: -118.170364), Route carried "on" structure: State highway 14, Year Built: 1968, Status: Open, Structure Length: 11.98m (39.30ft), Average Daily Traffic: 18,750 (year 2009), Average Future Daily Traffic: 39,048 (year 2035), Design Load: HS 20, Features Intersected: AMARGOSA CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 7.027, Lanes on structure: 2, Base Highway Network: Yes (, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 119.0m (390.4ft), Skew: 1 degrees, Material/Design: Concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 5, Length of Maximum Span: 25.9m (85.0ft), Curb-To-Curb Width: 11.9m (39.0ft), Out-to-Out Width: 12.5m (41.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 77.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 46.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Superior to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2017, Deck Structure Type: Concrete Cast-file-Place
Find on map >> Show street view
Structure Number: 53 2028R, Location: 07-LA-014-R70.27-LAN (Lat: 34.722836, Lng: -118.169939), Route carried "on" structure: State highway 14, Year Built: 1968, Status: Open, Structure Length: 11.98m (39.30ft), Average Daily Traffic: 18,750 (year 2009), Average Future Daily Traffic: 39,048 (year 2035), Design Load: HS 20, Features Intersected: AMARGOSA CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 7.027, Lanes on structure: 2, Base Highway Network: Yes (, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 119.0m (390.4ft), Skew: 1 degrees, Material/Design: Concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 5, Length of Maximum Span: 25.9m (85.0ft), Curb-To-Curb Width: 11.9m (39.0ft), Out-to-Out Width: 12.5m (41.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 77.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 46.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Superior to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2017, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 53 2028R, Location: 07-LA-014-R70.27-LAN (Lat: 34.722836, Lng: -118.169939), Route carried "on" structure: State highway 14, Year Built: 1968, Status: Open, Structure Length: 11.98m (39.30ft), Average Daily Traffic: 18,750 (year 2009), Average Future Daily Traffic: 39,048 (year 2035), Design Load: HS 20, Features Intersected: AMARGOSA CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 7.027, Lanes on structure: 2, Base Highway Network: Yes (, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 119.0m (390.4ft), Skew: 1 degrees, Material/Design: Concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 5, Length of Maximum Span: 25.9m (85.0ft), Curb-To-Curb Width: 11.9m (39.0ft), Out-to-Out Width: 12.5m (41.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 77.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 46.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Superior to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2017, Deck Structure Type: Concrete Cast-file-Place
Find on map >> Show street view
Structure Number: 53 2176, Location: 07-LA-014-R66.18-LAN (Lat: 34.667525, Lng: -118.153742), Route carried "on" structure: City street Q033, Year Built: 1970, Status: Open, Structure Length: 6.83m (22.41ft), Average Daily Traffic: 2,800 (year 1998), Truck Traffic: 1%, Average Future Daily Traffic: 4,121 (year 2035), Design Load: HS 20, Features Intersected: ROUTE 14, Facility Carried by Structure: AVENUE "K-8"
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 6, Owner: State Highway Agency, Approaching Roadway Width: 122.0m (400.3ft), Material/Design: Prestressed concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 2, Length of Maximum Span: 33.9m (111.2ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 1.5m (4.9ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 14.3m (46.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 99.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2017, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 53 2176, Location: 07-LA-014-R66.18-LAN (Lat: 34.667525, Lng: -118.153742), Route carried "on" structure: City street Q033, Year Built: 1970, Status: Open, Structure Length: 6.83m (22.41ft), Average Daily Traffic: 2,800 (year 1998), Truck Traffic: 1%, Average Future Daily Traffic: 4,121 (year 2035), Design Load: HS 20, Features Intersected: ROUTE 14, Facility Carried by Structure: AVENUE "K-8"
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 6, Owner: State Highway Agency, Approaching Roadway Width: 122.0m (400.3ft), Material/Design: Prestressed concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 2, Length of Maximum Span: 33.9m (111.2ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 1.5m (4.9ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 14.3m (46.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 99.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2017, Deck Structure Type: Concrete Cast-file-Place
Find on map >> Show street view
Structure Number: 53 2176, Location: 07-LA-014-R66.18-LAN (Lat: 34.667525, Lng: -118.153742), Route carried "under" structure: State highway 14, Year Built: 1970, Structure Length: 0. m, Average Daily Traffic: 75,000 (year 2009), Truck Traffic: 9%, Features Intersected: ROUTE 14, Facility Carried by Structure: AVENUE "K-8"
Minimum Vertical Clearance: 5.08m (16.67ft), Kilometerpoint: 6.618, Lanes on structure: 2, Lanes under structure: 6, Material/Design: Prestressed concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Length of Maximum Span: 33.9m (111.2ft)
Structure Number: 53 2176, Location: 07-LA-014-R66.18-LAN (Lat: 34.667525, Lng: -118.153742), Route carried "under" structure: State highway 14, Year Built: 1970, Structure Length: 0. m, Average Daily Traffic: 75,000 (year 2009), Truck Traffic: 9%, Features Intersected: ROUTE 14, Facility Carried by Structure: AVENUE "K-8"
Minimum Vertical Clearance: 5.08m (16.67ft), Kilometerpoint: 6.618, Lanes on structure: 2, Lanes under structure: 6, Material/Design: Prestressed concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Length of Maximum Span: 33.9m (111.2ft)
Find on map >> Show street view
Structure Number: 53 2223, Location: 07-LA-014-R64.68-LAN (Lat: 34.645653, Lng: -118.153575), Route carried "on" structure: City street Q031, Year Built: 1970, Status: Open, Structure Length: 8.41m (27.59ft), Average Daily Traffic: 7,000 (year 1998), Truck Traffic: 1%, Average Future Daily Traffic: 10,302 (year 2035), Design Load: HS 20, Features Intersected: ROUTE 14, Facility Carried by Structure: AVENUE "M"
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 8, Owner: State Highway Agency, Approaching Roadway Width: 125.0m (410.1ft), Material/Design: Prestressed concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 2, Length of Maximum Span: 41.8m (137.1ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 2.3m (7.5ft), Curb-To-Curb Width: 12.5m (41.0ft), Out-to-Out Width: 15.4m (50.5ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 99.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Underclear: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2017, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 53 2223, Location: 07-LA-014-R64.68-LAN (Lat: 34.645653, Lng: -118.153575), Route carried "on" structure: City street Q031, Year Built: 1970, Status: Open, Structure Length: 8.41m (27.59ft), Average Daily Traffic: 7,000 (year 1998), Truck Traffic: 1%, Average Future Daily Traffic: 10,302 (year 2035), Design Load: HS 20, Features Intersected: ROUTE 14, Facility Carried by Structure: AVENUE "M"
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 8, Owner: State Highway Agency, Approaching Roadway Width: 125.0m (410.1ft), Material/Design: Prestressed concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 2, Length of Maximum Span: 41.8m (137.1ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 2.3m (7.5ft), Curb-To-Curb Width: 12.5m (41.0ft), Out-to-Out Width: 15.4m (50.5ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 99.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Underclear: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2017, Deck Structure Type: Concrete Cast-file-Place
Find on map >> Show street view
Structure Number: 53 2223, Location: 07-LA-014-R64.68-LAN (Lat: 34.645653, Lng: -118.153575), Route carried "under" structure: State highway 14, Year Built: 1970, Structure Length: 0. m, Average Daily Traffic: 92,000 (year 2009), Truck Traffic: 7%, Features Intersected: ROUTE 14, Facility Carried by Structure: AVENUE "M"
Minimum Vertical Clearance: 5.46m (17.91ft), Kilometerpoint: 6.468, Lanes on structure: 2, Lanes under structure: 8, Material/Design: Prestressed concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Length of Maximum Span: 41.8m (137.1ft)
Structure Number: 53 2223, Location: 07-LA-014-R64.68-LAN (Lat: 34.645653, Lng: -118.153575), Route carried "under" structure: State highway 14, Year Built: 1970, Structure Length: 0. m, Average Daily Traffic: 92,000 (year 2009), Truck Traffic: 7%, Features Intersected: ROUTE 14, Facility Carried by Structure: AVENUE "M"
Minimum Vertical Clearance: 5.46m (17.91ft), Kilometerpoint: 6.468, Lanes on structure: 2, Lanes under structure: 8, Material/Design: Prestressed concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Length of Maximum Span: 41.8m (137.1ft)
Find on map >> Show street view
Structure Number: 53 2224, Location: 07-LA-014-R65.68-LAN (Lat: 34.660214, Lng: -118.153772), Route carried "on" structure: City street Q032, Year Built: 1970, Year Reconstructed: 2002, Status: Open, Structure Length: 0.78m (2.56ft), Average Daily Traffic: 10,500 (year 1998), Truck Traffic: 2%, Average Future Daily Traffic: 15,452 (year 2035), Design Load: HS 20, Features Intersected: ROUTE 14, Facility Carried by Structure: AVENUE "L"
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 7, Lanes under structure: 8, Owner: State Highway Agency, Approaching Roadway Width: 276.0m (905.5ft), Skew: 20 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 2, Length of Maximum Span: 38.7m (127.0ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 2.3m (7.5ft), Curb-To-Curb Width: 27.6m (90.6ft), Out-to-Out Width: 33.2m (108.9ft)
Condition: Deck: Fair, Superstructure: Good, Substructure: Good, Operating Rating: 99.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2017, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 53 2224, Location: 07-LA-014-R65.68-LAN (Lat: 34.660214, Lng: -118.153772), Route carried "on" structure: City street Q032, Year Built: 1970, Year Reconstructed: 2002, Status: Open, Structure Length: 0.78m (2.56ft), Average Daily Traffic: 10,500 (year 1998), Truck Traffic: 2%, Average Future Daily Traffic: 15,452 (year 2035), Design Load: HS 20, Features Intersected: ROUTE 14, Facility Carried by Structure: AVENUE "L"
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 7, Lanes under structure: 8, Owner: State Highway Agency, Approaching Roadway Width: 276.0m (905.5ft), Skew: 20 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 2, Length of Maximum Span: 38.7m (127.0ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 2.3m (7.5ft), Curb-To-Curb Width: 27.6m (90.6ft), Out-to-Out Width: 33.2m (108.9ft)
Condition: Deck: Fair, Superstructure: Good, Substructure: Good, Operating Rating: 99.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2017, Deck Structure Type: Concrete Cast-file-Place
Find on map >> Show street view
Structure Number: 53 2224, Location: 07-LA-014-R65.68-LAN (Lat: 34.660214, Lng: -118.153772), Route carried "under" structure: State highway 14, Year Built: 1970, Structure Length: 0. m, Average Daily Traffic: 92,000 (year 2009), Truck Traffic: 7%, Features Intersected: ROUTE 14, Facility Carried by Structure: AVENUE "L"
Minimum Vertical Clearance: 0.05m (0.16ft), Kilometerpoint: 6.568, Lanes on structure: 7, Lanes under structure: 8, Material/Design: Prestressed concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Length of Maximum Span: 38.7m (127.0ft)
Structure Number: 53 2224, Location: 07-LA-014-R65.68-LAN (Lat: 34.660214, Lng: -118.153772), Route carried "under" structure: State highway 14, Year Built: 1970, Structure Length: 0. m, Average Daily Traffic: 92,000 (year 2009), Truck Traffic: 7%, Features Intersected: ROUTE 14, Facility Carried by Structure: AVENUE "L"
Minimum Vertical Clearance: 0.05m (0.16ft), Kilometerpoint: 6.568, Lanes on structure: 7, Lanes under structure: 8, Material/Design: Prestressed concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Length of Maximum Span: 38.7m (127.0ft)
Find on map >> Show street view
Structure Number: 53 2285, Location: 07-LA-014-R71.20 (Lat: 34.736383, Lng: -118.170039), Route carried "on" structure: State highway 14, Year Built: 1968, Status: Open, Structure Length: 1.28m (4.20ft), Average Daily Traffic: 37,500 (year 2009), Average Future Daily Traffic: 78,097 (year 2035), Features Intersected: AVE G DRAIN 1
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.712, Lanes on structure: 6, Base Highway Network: Yes (, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 341.0m (1,118.8ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 4, Length of Maximum Span: 3.2m (10.5ft), Curb-To-Curb Width: 34.1m (111.9ft), Out-to-Out Width: 72.2m (236.9ft)
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, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Superior to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: September 2017
Structure Number: 53 2285, Location: 07-LA-014-R71.20 (Lat: 34.736383, Lng: -118.170039), Route carried "on" structure: State highway 14, Year Built: 1968, Status: Open, Structure Length: 1.28m (4.20ft), Average Daily Traffic: 37,500 (year 2009), Average Future Daily Traffic: 78,097 (year 2035), Features Intersected: AVE G DRAIN 1
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.712, Lanes on structure: 6, Base Highway Network: Yes (, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 341.0m (1,118.8ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 4, Length of Maximum Span: 3.2m (10.5ft), Curb-To-Curb Width: 34.1m (111.9ft), Out-to-Out Width: 72.2m (236.9ft)
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, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Superior to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: September 2017
Find on map >> Show street view
Structure Number: 53 2286, Location: 07-LA-014-R71.25 (Lat: 34.737203, Lng: -118.170069), Route carried "on" structure: State highway 14, Year Built: 1968, Status: Open, Structure Length: 1.28m (4.20ft), Average Daily Traffic: 37,500 (year 2009), Average Future Daily Traffic: 78,097 (year 2035), Features Intersected: AVE G DRAIN 2
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 7.125, Lanes on structure: 4, Base Highway Network: Yes (, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 253.0m (830.1ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 4, Length of Maximum Span: 3.2m (10.5ft), Curb-To-Curb Width: 25.3m (83.0ft), Out-to-Out Width: 6.1m (20.0ft)
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, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Superior to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: September 2017
Structure Number: 53 2286, Location: 07-LA-014-R71.25 (Lat: 34.737203, Lng: -118.170069), Route carried "on" structure: State highway 14, Year Built: 1968, Status: Open, Structure Length: 1.28m (4.20ft), Average Daily Traffic: 37,500 (year 2009), Average Future Daily Traffic: 78,097 (year 2035), Features Intersected: AVE G DRAIN 2
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 7.125, Lanes on structure: 4, Base Highway Network: Yes (, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 253.0m (830.1ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 4, Length of Maximum Span: 3.2m (10.5ft), Curb-To-Curb Width: 25.3m (83.0ft), Out-to-Out Width: 6.1m (20.0ft)
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, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Superior to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: September 2017
Find on map >> Show street view
Structure Number: 53 2287, Location: 07-LA-014-R71.70 (Lat: 34.743528, Lng: -118.170144), Route carried "on" structure: State highway 14, Year Built: 1968, Status: Open, Structure Length: 1.28m (4.20ft), Average Daily Traffic: 37,500 (year 2009), Average Future Daily Traffic: 78,097 (year 2035), Features Intersected: AVE F DRAIN 1
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.717, Lanes on structure: 6, Base Highway Network: Yes (, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 2.5m (8.2ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 4, Length of Maximum Span: 3.2m (10.5ft), Curb-To-Curb Width: 2.5m (8.2ft), Out-to-Out Width: 57.6m (189.0ft)
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, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Superior to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: September 2017
Structure Number: 53 2287, Location: 07-LA-014-R71.70 (Lat: 34.743528, Lng: -118.170144), Route carried "on" structure: State highway 14, Year Built: 1968, Status: Open, Structure Length: 1.28m (4.20ft), Average Daily Traffic: 37,500 (year 2009), Average Future Daily Traffic: 78,097 (year 2035), Features Intersected: AVE F DRAIN 1
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.717, Lanes on structure: 6, Base Highway Network: Yes (, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 2.5m (8.2ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 4, Length of Maximum Span: 3.2m (10.5ft), Curb-To-Curb Width: 2.5m (8.2ft), Out-to-Out Width: 57.6m (189.0ft)
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, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Superior to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: September 2017
Find on map >> Show street view
Structure Number: 53 2288, Location: 07-LA-014-R71.80 (Lat: 34.744914, Lng: -118.170039), Route carried "on" structure: State highway 14, Year Built: 1968, Status: Open, Structure Length: 1.28m (4.20ft), Average Daily Traffic: 37,500 (year 2009), Average Future Daily Traffic: 78,097 (year 2035), Features Intersected: AVE F DRAIN 2
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.718, Lanes on structure: 6, Base Highway Network: Yes (, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 351.0m (1,151.6ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 4, Length of Maximum Span: 3.2m (10.5ft), Curb-To-Curb Width: 35.1m (115.2ft), Out-to-Out Width: 70.1m (230.0ft)
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, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Superior to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: September 2017
Structure Number: 53 2288, Location: 07-LA-014-R71.80 (Lat: 34.744914, Lng: -118.170039), Route carried "on" structure: State highway 14, Year Built: 1968, Status: Open, Structure Length: 1.28m (4.20ft), Average Daily Traffic: 37,500 (year 2009), Average Future Daily Traffic: 78,097 (year 2035), Features Intersected: AVE F DRAIN 2
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.718, Lanes on structure: 6, Base Highway Network: Yes (, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 351.0m (1,151.6ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 4, Length of Maximum Span: 3.2m (10.5ft), Curb-To-Curb Width: 35.1m (115.2ft), Out-to-Out Width: 70.1m (230.0ft)
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, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Superior to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: September 2017
Find on map >> Show street view
Structure Number: 53 2289, Location: 07-LA-014-R72.10 (Lat: 34.749303, Lng: -118.170053), Route carried "on" structure: State highway 14, Year Built: 1968, Status: Open, Structure Length: 1.28m (4.20ft), Average Daily Traffic: 37,500 (year 2009), Average Future Daily Traffic: 78,097 (year 2035), Features Intersected: AVE F DRAIN 3
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.721, Lanes on structure: 6, Base Highway Network: Yes (, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 3.2m (10.5ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 4, Length of Maximum Span: 3.2m (10.5ft), Curb-To-Curb Width: 3.2m (10.5ft), Out-to-Out Width: 71.3m (233.9ft)
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, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Superior to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: September 2017
Structure Number: 53 2289, Location: 07-LA-014-R72.10 (Lat: 34.749303, Lng: -118.170053), Route carried "on" structure: State highway 14, Year Built: 1968, Status: Open, Structure Length: 1.28m (4.20ft), Average Daily Traffic: 37,500 (year 2009), Average Future Daily Traffic: 78,097 (year 2035), Features Intersected: AVE F DRAIN 3
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.721, Lanes on structure: 6, Base Highway Network: Yes (, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 3.2m (10.5ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 4, Length of Maximum Span: 3.2m (10.5ft), Curb-To-Curb Width: 3.2m (10.5ft), Out-to-Out Width: 71.3m (233.9ft)
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, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Superior to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: September 2017
Find on map >> Show street view
Structure Number: 53 2289K, Location: 07-LA-014-R72.10 (Lat: 34.749444, Lng: -118.171208), Route carried "on" structure: Bypass State highway 14, Year Built: 1968, Status: Open, Structure Length: 1.28m (4.20ft), Average Daily Traffic: 240 (year 1998), Truck Traffic: 2%, Average Future Daily Traffic: 315 (year 2035), Features Intersected: AVE F DRAIN 3
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.721, Lanes on structure: 1, Owner: State Highway Agency, Approaching Roadway Width: 0.7m (2.3ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 4, Length of Maximum Span: 3.2m (10.5ft), Curb-To-Curb Width: 0.7m (2.3ft), Out-to-Out Width: 12.8m (42.0ft)
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, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Superior to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: September 2017
Structure Number: 53 2289K, Location: 07-LA-014-R72.10 (Lat: 34.749444, Lng: -118.171208), Route carried "on" structure: Bypass State highway 14, Year Built: 1968, Status: Open, Structure Length: 1.28m (4.20ft), Average Daily Traffic: 240 (year 1998), Truck Traffic: 2%, Average Future Daily Traffic: 315 (year 2035), Features Intersected: AVE F DRAIN 3
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.721, Lanes on structure: 1, Owner: State Highway Agency, Approaching Roadway Width: 0.7m (2.3ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 4, Length of Maximum Span: 3.2m (10.5ft), Curb-To-Curb Width: 0.7m (2.3ft), Out-to-Out Width: 12.8m (42.0ft)
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, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Superior to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: September 2017
Find on map >> Show street view
Structure Number: 53 229, Location: 07-LA-014-R72.20 (Lat: 34.750678, Lng: -118.170153), Route carried "on" structure: State highway 14, Year Built: 1968, Status: Open, Structure Length: 1.28m (4.20ft), Average Daily Traffic: 37,500 (year 2009), Average Future Daily Traffic: 78,097 (year 2035), Features Intersected: AVE F DRAIN 4
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.722, Lanes on structure: 6, Base Highway Network: Yes (, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 372.0m (1,220.5ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 4, Length of Maximum Span: 3.2m (10.5ft), Curb-To-Curb Width: 37.2m (122.0ft), Out-to-Out Width: 68.6m (225.1ft)
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, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Superior to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: September 2017
Structure Number: 53 229, Location: 07-LA-014-R72.20 (Lat: 34.750678, Lng: -118.170153), Route carried "on" structure: State highway 14, Year Built: 1968, Status: Open, Structure Length: 1.28m (4.20ft), Average Daily Traffic: 37,500 (year 2009), Average Future Daily Traffic: 78,097 (year 2035), Features Intersected: AVE F DRAIN 4
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.722, Lanes on structure: 6, Base Highway Network: Yes (, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 372.0m (1,220.5ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 4, Length of Maximum Span: 3.2m (10.5ft), Curb-To-Curb Width: 37.2m (122.0ft), Out-to-Out Width: 68.6m (225.1ft)
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, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Superior to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: September 2017
Find on map >> Show street view
Structure Number: 53 2291, Location: 07-LA-014-R72.25 (Lat: 34.751517, Lng: -118.170178), Route carried "on" structure: State highway 14, Year Built: 1968, Status: Open, Structure Length: 1.28m (4.20ft), Average Daily Traffic: 37,500 (year 2009), Average Future Daily Traffic: 78,096 (year 2035), Features Intersected: AVE F DRAIN 5
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 7.225, Lanes on structure: 4, Base Highway Network: Yes (, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 274.0m (899.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 4, Length of Maximum Span: 3.2m (10.5ft), Curb-To-Curb Width: 27.4m (89.9ft), Out-to-Out Width: 6.1m (20.0ft)
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, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Superior to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: September 2017
Structure Number: 53 2291, Location: 07-LA-014-R72.25 (Lat: 34.751517, Lng: -118.170178), Route carried "on" structure: State highway 14, Year Built: 1968, Status: Open, Structure Length: 1.28m (4.20ft), Average Daily Traffic: 37,500 (year 2009), Average Future Daily Traffic: 78,096 (year 2035), Features Intersected: AVE F DRAIN 5
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 7.225, Lanes on structure: 4, Base Highway Network: Yes (, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 274.0m (899.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 4, Length of Maximum Span: 3.2m (10.5ft), Curb-To-Curb Width: 27.4m (89.9ft), Out-to-Out Width: 6.1m (20.0ft)
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, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Superior to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: September 2017
Find on map >> Show street view
Structure Number: 53 2292, Location: 07-LA-014-R73.20 (Lat: 34.764411, Lng: -118.170322), Route carried "on" structure: State highway 14, Year Built: 1968, Status: Open, Structure Length: 1.28m (4.20ft), Average Daily Traffic: 33,500 (year 2009), Truck Traffic: 7%, Average Future Daily Traffic: 57,449 (year 2035), Features Intersected: AVE E DRAIN 1
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.732, Lanes on structure: 4, Base Highway Network: Yes (, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 238.0m (780.8ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 4, Length of Maximum Span: 3.2m (10.5ft), Curb-To-Curb Width: 23.8m (78.1ft), Out-to-Out Width: 57.6m (189.0ft)
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, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Superior to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: September 2017
Structure Number: 53 2292, Location: 07-LA-014-R73.20 (Lat: 34.764411, Lng: -118.170322), Route carried "on" structure: State highway 14, Year Built: 1968, Status: Open, Structure Length: 1.28m (4.20ft), Average Daily Traffic: 33,500 (year 2009), Truck Traffic: 7%, Average Future Daily Traffic: 57,449 (year 2035), Features Intersected: AVE E DRAIN 1
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.732, Lanes on structure: 4, Base Highway Network: Yes (, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 238.0m (780.8ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 4, Length of Maximum Span: 3.2m (10.5ft), Curb-To-Curb Width: 23.8m (78.1ft), Out-to-Out Width: 57.6m (189.0ft)
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, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Superior to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: September 2017
Find on map >> Show street view
Structure Number: 53 2293, Location: 07-LA-014-R73.25 (Lat: 34.765506, Lng: -118.170331), Route carried "on" structure: State highway 14, Year Built: 1968, Status: Open, Structure Length: 1.28m (4.20ft), Average Daily Traffic: 33,500 (year 2009), Truck Traffic: 7%, Average Future Daily Traffic: 57,449 (year 2035), Features Intersected: AVE E DRAIN 2
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 7.325, Lanes on structure: 4, Base Highway Network: Yes (, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 238.0m (780.8ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 4, Length of Maximum Span: 3.2m (10.5ft), Curb-To-Curb Width: 20.7m (67.9ft), Out-to-Out Width: 60.7m (199.1ft)
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, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Superior to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: September 2017
Structure Number: 53 2293, Location: 07-LA-014-R73.25 (Lat: 34.765506, Lng: -118.170331), Route carried "on" structure: State highway 14, Year Built: 1968, Status: Open, Structure Length: 1.28m (4.20ft), Average Daily Traffic: 33,500 (year 2009), Truck Traffic: 7%, Average Future Daily Traffic: 57,449 (year 2035), Features Intersected: AVE E DRAIN 2
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 7.325, Lanes on structure: 4, Base Highway Network: Yes (, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 238.0m (780.8ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 4, Length of Maximum Span: 3.2m (10.5ft), Curb-To-Curb Width: 20.7m (67.9ft), Out-to-Out Width: 60.7m (199.1ft)
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, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Superior to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: September 2017
Find on map >> Show street view
Structure Number: 53 2294, Location: 07-LA-014-R73.30 (Lat: 34.766608, Lng: -118.170339), Route carried "on" structure: State highway 14, Year Built: 1968, Status: Open, Structure Length: 1.28m (4.20ft), Average Daily Traffic: 33,500 (year 2009), Truck Traffic: 7%, Average Future Daily Traffic: 57,449 (year 2035), Features Intersected: AVE E DRAIN 3
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.733, Lanes on structure: 4, Base Highway Network: Yes (, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 238.0m (780.8ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 4, Length of Maximum Span: 3.2m (10.5ft), Curb-To-Curb Width: 23.8m (78.1ft), Out-to-Out Width: 62.5m (205.1ft)
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, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Superior to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: September 2017
Structure Number: 53 2294, Location: 07-LA-014-R73.30 (Lat: 34.766608, Lng: -118.170339), Route carried "on" structure: State highway 14, Year Built: 1968, Status: Open, Structure Length: 1.28m (4.20ft), Average Daily Traffic: 33,500 (year 2009), Truck Traffic: 7%, Average Future Daily Traffic: 57,449 (year 2035), Features Intersected: AVE E DRAIN 3
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.733, Lanes on structure: 4, Base Highway Network: Yes (, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 238.0m (780.8ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 4, Length of Maximum Span: 3.2m (10.5ft), Curb-To-Curb Width: 23.8m (78.1ft), Out-to-Out Width: 62.5m (205.1ft)
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, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Superior to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: September 2017
Find on map >> Show street view
Structure Number: 53 2295, Location: 07-LA-014-R74.16 (Lat: 34.779275, Lng: -118.170367), Route carried "on" structure: State highway 14, Year Built: 1968, Status: Open, Structure Length: 1.31m (4.30ft), Average Daily Traffic: 33,500 (year 2009), Truck Traffic: 7%, Average Future Daily Traffic: 57,640 (year 2036), Design Load: HS 20, Features Intersected: AVE D DRAIN 1
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 7.416, Lanes on structure: 6, Base Highway Network: Yes (, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 409.0m (1,341.9ft), Skew: 10 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 4, Length of Maximum Span: 0.3m (1.0ft), Curb-To-Curb Width: 40.9m (134.2ft), Out-to-Out Width: 70.1m (230.0ft)
Condition: Channel: Very good, Culverts: Very good, Operating Rating: 54.1 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Superior to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: March 2014
Structure Number: 53 2295, Location: 07-LA-014-R74.16 (Lat: 34.779275, Lng: -118.170367), Route carried "on" structure: State highway 14, Year Built: 1968, Status: Open, Structure Length: 1.31m (4.30ft), Average Daily Traffic: 33,500 (year 2009), Truck Traffic: 7%, Average Future Daily Traffic: 57,640 (year 2036), Design Load: HS 20, Features Intersected: AVE D DRAIN 1
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 7.416, Lanes on structure: 6, Base Highway Network: Yes (, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 409.0m (1,341.9ft), Skew: 10 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 4, Length of Maximum Span: 0.3m (1.0ft), Curb-To-Curb Width: 40.9m (134.2ft), Out-to-Out Width: 70.1m (230.0ft)
Condition: Channel: Very good, Culverts: Very good, Operating Rating: 54.1 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Superior to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: March 2014
Find on map >> Show street view
Structure Number: 53 2296, Location: 07-LA-014-R74.19 (Lat: 34.779689, Lng: -118.170386), Route carried "on" structure: State highway 14, Year Built: 1968, Status: Open, Structure Length: 1.31m (4.30ft), Average Daily Traffic: 33,500 (year 2009), Truck Traffic: 7%, Average Future Daily Traffic: 57,640 (year 2036), Design Load: HS 20, Features Intersected: AVE D DRAIN 2
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 7.419, Lanes on structure: 6, Base Highway Network: Yes (, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 336.0m (1,102.4ft), Skew: 10 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 4, Length of Maximum Span: 0.3m (1.0ft), Curb-To-Curb Width: 33.6m (110.2ft), Out-to-Out Width: 64.6m (211.9ft)
Condition: Channel: Very good, Culverts: Very good, Operating Rating: 54.1 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Superior to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: March 2014
Structure Number: 53 2296, Location: 07-LA-014-R74.19 (Lat: 34.779689, Lng: -118.170386), Route carried "on" structure: State highway 14, Year Built: 1968, Status: Open, Structure Length: 1.31m (4.30ft), Average Daily Traffic: 33,500 (year 2009), Truck Traffic: 7%, Average Future Daily Traffic: 57,640 (year 2036), Design Load: HS 20, Features Intersected: AVE D DRAIN 2
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 7.419, Lanes on structure: 6, Base Highway Network: Yes (, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 336.0m (1,102.4ft), Skew: 10 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 4, Length of Maximum Span: 0.3m (1.0ft), Curb-To-Curb Width: 33.6m (110.2ft), Out-to-Out Width: 64.6m (211.9ft)
Condition: Channel: Very good, Culverts: Very good, Operating Rating: 54.1 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Superior to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: March 2014
Find on map >> Show street view
Structure Number: 53 2297, Location: 07-LA-014-R74.21 (Lat: 34.780092, Lng: -118.170403), Route carried "on" structure: State highway 14, Year Built: 1968, Status: Open, Structure Length: 1.31m (4.30ft), Average Daily Traffic: 33,500 (year 2009), Truck Traffic: 7%, Average Future Daily Traffic: 57,640 (year 2036), Design Load: HS 20, Features Intersected: AVE D DRAIN 3
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 7.421, Lanes on structure: 6, Base Highway Network: Yes (, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 2.9m (9.5ft), Skew: 10 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 4, Length of Maximum Span: 0.3m (1.0ft), Curb-To-Curb Width: 2.9m (9.5ft), Out-to-Out Width: 59.4m (194.9ft)
Condition: Channel: Very good, Culverts: Very good, Operating Rating: 54.1 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Superior to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: March 2014
Structure Number: 53 2297, Location: 07-LA-014-R74.21 (Lat: 34.780092, Lng: -118.170403), Route carried "on" structure: State highway 14, Year Built: 1968, Status: Open, Structure Length: 1.31m (4.30ft), Average Daily Traffic: 33,500 (year 2009), Truck Traffic: 7%, Average Future Daily Traffic: 57,640 (year 2036), Design Load: HS 20, Features Intersected: AVE D DRAIN 3
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 7.421, Lanes on structure: 6, Base Highway Network: Yes (, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 2.9m (9.5ft), Skew: 10 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 4, Length of Maximum Span: 0.3m (1.0ft), Curb-To-Curb Width: 2.9m (9.5ft), Out-to-Out Width: 59.4m (194.9ft)
Condition: Channel: Very good, Culverts: Very good, Operating Rating: 54.1 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Superior to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: March 2014
Find on map >> Show street view
Structure Number: 53 2298, Location: 07-LA-014-R74.96 (Lat: 34.790525, Lng: -118.170533), Route carried "on" structure: State highway 14, Year Built: 1968, Status: Open, Structure Length: 1.31m (4.30ft), Average Daily Traffic: 33,500 (year 2009), Truck Traffic: 7%, Average Future Daily Traffic: 57,640 (year 2036), Design Load: HS 20, Features Intersected: AVE C DRAIN 1
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 7.496, Lanes on structure: 4, Base Highway Network: Yes (, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 288.0m (944.9ft), Skew: 10 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 4, Length of Maximum Span: 0.3m (1.0ft), Curb-To-Curb Width: 28.8m (94.5ft), Out-to-Out Width: 58.5m (191.9ft)
Condition: Channel: Very good, Culverts: Very good, Operating Rating: 54.1 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Superior to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: March 2014
Structure Number: 53 2298, Location: 07-LA-014-R74.96 (Lat: 34.790525, Lng: -118.170533), Route carried "on" structure: State highway 14, Year Built: 1968, Status: Open, Structure Length: 1.31m (4.30ft), Average Daily Traffic: 33,500 (year 2009), Truck Traffic: 7%, Average Future Daily Traffic: 57,640 (year 2036), Design Load: HS 20, Features Intersected: AVE C DRAIN 1
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 7.496, Lanes on structure: 4, Base Highway Network: Yes (, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 288.0m (944.9ft), Skew: 10 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 4, Length of Maximum Span: 0.3m (1.0ft), Curb-To-Curb Width: 28.8m (94.5ft), Out-to-Out Width: 58.5m (191.9ft)
Condition: Channel: Very good, Culverts: Very good, Operating Rating: 54.1 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Superior to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: March 2014
Find on map >> Show street view
Structure Number: 53 2299, Location: 07-LA-014-R74.97 (Lat: 34.790819, Lng: -118.170536), Route carried "on" structure: State highway 14, Year Built: 1968, Status: Open, Structure Length: 1.31m (4.30ft), Average Daily Traffic: 33,500 (year 2009), Truck Traffic: 7%, Average Future Daily Traffic: 57,640 (year 2036), Design Load: HS 20, Features Intersected: AVE C DRAIN 2
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 7.497, Lanes on structure: 4, Base Highway Network: Yes (, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 233.0m (764.4ft), Skew: 10 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 4, Length of Maximum Span: 0.3m (1.0ft), Curb-To-Curb Width: 23.3m (76.4ft), Out-to-Out Width: 57.9m (190.0ft)
Condition: Channel: Very good, Culverts: Very good, Operating Rating: 54.1 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Superior to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: March 2014
Structure Number: 53 2299, Location: 07-LA-014-R74.97 (Lat: 34.790819, Lng: -118.170536), Route carried "on" structure: State highway 14, Year Built: 1968, Status: Open, Structure Length: 1.31m (4.30ft), Average Daily Traffic: 33,500 (year 2009), Truck Traffic: 7%, Average Future Daily Traffic: 57,640 (year 2036), Design Load: HS 20, Features Intersected: AVE C DRAIN 2
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 7.497, Lanes on structure: 4, Base Highway Network: Yes (, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 233.0m (764.4ft), Skew: 10 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 4, Length of Maximum Span: 0.3m (1.0ft), Curb-To-Curb Width: 23.3m (76.4ft), Out-to-Out Width: 57.9m (190.0ft)
Condition: Channel: Very good, Culverts: Very good, Operating Rating: 54.1 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Superior to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: March 2014
Find on map >> Show street view
Structure Number: 53 2381L, Location: 07-LA-014-R66.73-LAN (Lat: 34.674739, Lng: -118.157633), Route carried "under" structure: City street Q034, Year Built: 1972, Structure Length: 0. m, Average Daily Traffic: 11,225 (year 1998), Truck Traffic: 2%, Features Intersected: AVENUE "K", Facility Carried by Structure: STATE ROUTE 14
Minimum Vertical Clearance: 0.49m (1.61ft), Kilometerpoint: 0.000, Lanes on structure: 4, Lanes under structure: 6, Material/Design: Concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Length of Maximum Span: 28.3m (92.8ft)
Structure Number: 53 2381L, Location: 07-LA-014-R66.73-LAN (Lat: 34.674739, Lng: -118.157633), Route carried "under" structure: City street Q034, Year Built: 1972, Structure Length: 0. m, Average Daily Traffic: 11,225 (year 1998), Truck Traffic: 2%, Features Intersected: AVENUE "K", Facility Carried by Structure: STATE ROUTE 14
Minimum Vertical Clearance: 0.49m (1.61ft), Kilometerpoint: 0.000, Lanes on structure: 4, Lanes under structure: 6, Material/Design: Concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Length of Maximum Span: 28.3m (92.8ft)
Find on map >> Show street view
Structure Number: 53 2381R, Location: 07-LA-014-R66.73-LAN (Lat: 34.674736, Lng: -118.157108), Route carried "on" structure: State highway 14, Year Built: 1972, Status: Open, Structure Length: 0.57m (1.87ft), Average Daily Traffic: 37,500 (year 2009), Truck Traffic: 9%, Average Future Daily Traffic: 42,766 (year 2037), Design Load: HS 20, Features Intersected: AVENUE "K"
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 6.673, Lanes on structure: 4, Lanes under structure: 6, Base Highway Network: Yes (, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 192.0m (629.9ft), Skew: 3 degrees, Material/Design: Concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 2, Length of Maximum Span: 28.3m (92.8ft), Curb-To-Curb Width: 18.5m (60.7ft), Out-to-Out Width: 19.2m (63.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 97.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 5.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2017, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 53 2381R, Location: 07-LA-014-R66.73-LAN (Lat: 34.674736, Lng: -118.157108), Route carried "on" structure: State highway 14, Year Built: 1972, Status: Open, Structure Length: 0.57m (1.87ft), Average Daily Traffic: 37,500 (year 2009), Truck Traffic: 9%, Average Future Daily Traffic: 42,766 (year 2037), Design Load: HS 20, Features Intersected: AVENUE "K"
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 6.673, Lanes on structure: 4, Lanes under structure: 6, Base Highway Network: Yes (, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 192.0m (629.9ft), Skew: 3 degrees, Material/Design: Concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 2, Length of Maximum Span: 28.3m (92.8ft), Curb-To-Curb Width: 18.5m (60.7ft), Out-to-Out Width: 19.2m (63.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 97.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 5.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2017, Deck Structure Type: Concrete Cast-file-Place
Find on map >> Show street view
Structure Number: 53 2381R, Location: 07-LA-014-R66.73-LAN (Lat: 34.674736, Lng: -118.157108), Route carried "under" structure: City street Q034, Year Built: 1972, Structure Length: 0. m, Average Daily Traffic: 11,225 (year 1998), Truck Traffic: 2%, Features Intersected: AVENUE "K", Facility Carried by Structure: STATE ROUTE 14
Minimum Vertical Clearance: 4.85m (15.91ft), Kilometerpoint: 0.000, Lanes on structure: 4, Lanes under structure: 6, Material/Design: Concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Length of Maximum Span: 28.3m (92.8ft)
Structure Number: 53 2381R, Location: 07-LA-014-R66.73-LAN (Lat: 34.674736, Lng: -118.157108), Route carried "under" structure: City street Q034, Year Built: 1972, Structure Length: 0. m, Average Daily Traffic: 11,225 (year 1998), Truck Traffic: 2%, Features Intersected: AVENUE "K", Facility Carried by Structure: STATE ROUTE 14
Minimum Vertical Clearance: 4.85m (15.91ft), Kilometerpoint: 0.000, Lanes on structure: 4, Lanes under structure: 6, Material/Design: Concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Length of Maximum Span: 28.3m (92.8ft)
Find on map >> Show street view
Structure Number: 53 2382L, Location: 07-LA-014-R67.37-LAN (Lat: 34.682039, Lng: -118.164436), Route carried "on" structure: State highway 14, Year Built: 1972, Status: Open, Structure Length: 4.84m (15.88ft), Average Daily Traffic: 37,500 (year 2009), Truck Traffic: 9%, Average Future Daily Traffic: 42,766 (year 2037), Design Load: HS 20, Features Intersected: AVENUE "J-8"
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 6.737, Lanes on structure: 3, Lanes under structure: 4, Base Highway Network: Yes (, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 169.0m (554.5ft), Skew: 3 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 47.9m (157.2ft), Curb-To-Curb Width: 16.9m (55.4ft), Out-to-Out Width: 17.5m (57.4ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 64.5 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: 37.9 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Underclear: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2017, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 53 2382L, Location: 07-LA-014-R67.37-LAN (Lat: 34.682039, Lng: -118.164436), Route carried "on" structure: State highway 14, Year Built: 1972, Status: Open, Structure Length: 4.84m (15.88ft), Average Daily Traffic: 37,500 (year 2009), Truck Traffic: 9%, Average Future Daily Traffic: 42,766 (year 2037), Design Load: HS 20, Features Intersected: AVENUE "J-8"
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 6.737, Lanes on structure: 3, Lanes under structure: 4, Base Highway Network: Yes (, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 169.0m (554.5ft), Skew: 3 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 47.9m (157.2ft), Curb-To-Curb Width: 16.9m (55.4ft), Out-to-Out Width: 17.5m (57.4ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 64.5 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: 37.9 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Underclear: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2017, Deck Structure Type: Concrete Cast-file-Place
Find on map >> Show street view
Structure Number: 53 2382R, Location: 07-LA-014-R67.37-LAN (Lat: 34.682036, Lng: -118.163819), Route carried "on" structure: State highway 14, Year Built: 1972, Status: Open, Structure Length: 4.84m (15.88ft), Average Daily Traffic: 37,500 (year 2009), Truck Traffic: 9%, Average Future Daily Traffic: 42,766 (year 2037), Design Load: HS 20, Features Intersected: AVENUE "J-8"
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 6.737, Lanes on structure: 4, Lanes under structure: 4, Base Highway Network: Yes (, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 274.0m (899.0ft), Skew: 3 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 47.9m (157.2ft), Curb-To-Curb Width: 27.4m (89.9ft), Out-to-Out Width: 2.8m (9.2ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 61.2 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: 3.5 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: 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: September 2017, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 53 2382R, Location: 07-LA-014-R67.37-LAN (Lat: 34.682036, Lng: -118.163819), Route carried "on" structure: State highway 14, Year Built: 1972, Status: Open, Structure Length: 4.84m (15.88ft), Average Daily Traffic: 37,500 (year 2009), Truck Traffic: 9%, Average Future Daily Traffic: 42,766 (year 2037), Design Load: HS 20, Features Intersected: AVENUE "J-8"
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 6.737, Lanes on structure: 4, Lanes under structure: 4, Base Highway Network: Yes (, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 274.0m (899.0ft), Skew: 3 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 47.9m (157.2ft), Curb-To-Curb Width: 27.4m (89.9ft), Out-to-Out Width: 2.8m (9.2ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 61.2 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: 3.5 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: 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: September 2017, Deck Structure Type: Concrete Cast-file-Place
Find on map >> Show street view
Structure Number: 53 2383L, Location: 07-LA-014-R67.48-LAN (Lat: 34.683108, Lng: -118.165431), Route carried "on" structure: State highway 14, Year Built: 1972, Status: Open, Structure Length: 7.42m (24.34ft), Average Daily Traffic: 37,500 (year 2009), Truck Traffic: 9%, Average Future Daily Traffic: 42,766 (year 2037), Design Load: HS 20, Features Intersected: 20TH STREET WEST
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 6.748, Lanes on structure: 4, Lanes under structure: 6, Base Highway Network: Yes (, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 2.2m (7.2ft), Skew: 5 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 2, Length of Maximum Span: 37.8m (124.0ft), Curb-To-Curb Width: 20.1m (65.9ft), Out-to-Out Width: 20.7m (67.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 99.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2017, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 53 2383L, Location: 07-LA-014-R67.48-LAN (Lat: 34.683108, Lng: -118.165431), Route carried "on" structure: State highway 14, Year Built: 1972, Status: Open, Structure Length: 7.42m (24.34ft), Average Daily Traffic: 37,500 (year 2009), Truck Traffic: 9%, Average Future Daily Traffic: 42,766 (year 2037), Design Load: HS 20, Features Intersected: 20TH STREET WEST
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 6.748, Lanes on structure: 4, Lanes under structure: 6, Base Highway Network: Yes (, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 2.2m (7.2ft), Skew: 5 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 2, Length of Maximum Span: 37.8m (124.0ft), Curb-To-Curb Width: 20.1m (65.9ft), Out-to-Out Width: 20.7m (67.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 99.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2017, Deck Structure Type: Concrete Cast-file-Place
Find on map >> Show street view
Structure Number: 53 2383R, Location: 07-LA-014-R67.48-LAN (Lat: 34.683600, Lng: -118.165425), Route carried "on" structure: State highway 14, Year Built: 1972, Status: Open, Structure Length: 7.42m (24.34ft), Average Daily Traffic: 37,500 (year 2009), Truck Traffic: 9%, Average Future Daily Traffic: 42,766 (year 2037), Design Load: HS 20, Features Intersected: 20TH STREET WEST
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 6.748, Lanes on structure: 3, Lanes under structure: 6, Base Highway Network: Yes (, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 155.0m (508.5ft), Skew: 5 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 2, Length of Maximum Span: 37.8m (124.0ft), Curb-To-Curb Width: 15.5m (50.9ft), Out-to-Out Width: 16.2m (53.1ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 45.7 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: 3.5 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: Better than present minimum criteria, 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: September 2017, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 53 2383R, Location: 07-LA-014-R67.48-LAN (Lat: 34.683600, Lng: -118.165425), Route carried "on" structure: State highway 14, Year Built: 1972, Status: Open, Structure Length: 7.42m (24.34ft), Average Daily Traffic: 37,500 (year 2009), Truck Traffic: 9%, Average Future Daily Traffic: 42,766 (year 2037), Design Load: HS 20, Features Intersected: 20TH STREET WEST
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 6.748, Lanes on structure: 3, Lanes under structure: 6, Base Highway Network: Yes (, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 155.0m (508.5ft), Skew: 5 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 2, Length of Maximum Span: 37.8m (124.0ft), Curb-To-Curb Width: 15.5m (50.9ft), Out-to-Out Width: 16.2m (53.1ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 45.7 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: 3.5 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: Better than present minimum criteria, 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: September 2017, Deck Structure Type: Concrete Cast-file-Place
Find on map >> Show street view
Structure Number: 53 2384L, Location: 07-LA-014-R67.95-LAN (Lat: 34.689225, Lng: -118.169689), Route carried "on" structure: State highway 14, Year Built: 1972, Status: Open, Structure Length: 4.84m (15.88ft), Average Daily Traffic: 37,500 (year 2009), Truck Traffic: 9%, Average Future Daily Traffic: 42,766 (year 2037), Design Load: HS 20, Features Intersected: AVENUE "J"
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 6.795, Lanes on structure: 3, Lanes under structure: 7, Base Highway Network: Yes (, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 155.0m (508.5ft), 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: 4.8m (15.7ft), Curb-To-Curb Width: 15.5m (50.9ft), Out-to-Out Width: 16.2m (53.1ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 57.3 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: 34.3 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: Better than present minimum criteria, 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: September 2017, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 53 2384L, Location: 07-LA-014-R67.95-LAN (Lat: 34.689225, Lng: -118.169689), Route carried "on" structure: State highway 14, Year Built: 1972, Status: Open, Structure Length: 4.84m (15.88ft), Average Daily Traffic: 37,500 (year 2009), Truck Traffic: 9%, Average Future Daily Traffic: 42,766 (year 2037), Design Load: HS 20, Features Intersected: AVENUE "J"
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 6.795, Lanes on structure: 3, Lanes under structure: 7, Base Highway Network: Yes (, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 155.0m (508.5ft), 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: 4.8m (15.7ft), Curb-To-Curb Width: 15.5m (50.9ft), Out-to-Out Width: 16.2m (53.1ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 57.3 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: 34.3 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: Better than present minimum criteria, 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: September 2017, Deck Structure Type: Concrete Cast-file-Place
Find on map >> Show street view
Structure Number: 53 2384R, Location: 07-LA-014-R67.95-LAN (Lat: 34.689225, Lng: -118.169308), Route carried "on" structure: State highway 14, Year Built: 1972, Status: Open, Structure Length: 4.68m (15.35ft), Average Daily Traffic: 37,500 (year 2009), Truck Traffic: 9%, Average Future Daily Traffic: 42,766 (year 2037), Design Load: HS 20, Features Intersected: AVENUE "J"
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 6.795, Lanes on structure: 3, Lanes under structure: 7, Base Highway Network: Yes (, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 155.0m (508.5ft), 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: 46.4m (152.2ft), Curb-To-Curb Width: 15.5m (50.9ft), Out-to-Out Width: 16.2m (53.1ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 56.4 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 34.7 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: 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: September 2017, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 53 2384R, Location: 07-LA-014-R67.95-LAN (Lat: 34.689225, Lng: -118.169308), Route carried "on" structure: State highway 14, Year Built: 1972, Status: Open, Structure Length: 4.68m (15.35ft), Average Daily Traffic: 37,500 (year 2009), Truck Traffic: 9%, Average Future Daily Traffic: 42,766 (year 2037), Design Load: HS 20, Features Intersected: AVENUE "J"
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 6.795, Lanes on structure: 3, Lanes under structure: 7, Base Highway Network: Yes (, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 155.0m (508.5ft), 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: 46.4m (152.2ft), Curb-To-Curb Width: 15.5m (50.9ft), Out-to-Out Width: 16.2m (53.1ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 56.4 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 34.7 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: 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: September 2017, Deck Structure Type: Concrete Cast-file-Place
Find on map >> Show street view
Structure Number: 53 2385L, Location: 07-LA-014-R68.46-LAN (Lat: 34.696556, Lng: -118.170111), Route carried "on" structure: State highway 14, Year Built: 1972, Status: Open, Structure Length: 3.91m (12.83ft), Average Daily Traffic: 37,500 (year 2009), Truck Traffic: 9%, Average Future Daily Traffic: 42,766 (year 2037), Features Intersected: LANCASTER BLVD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 6.846, Lanes on structure: 3, Lanes under structure: 4, Base Highway Network: Yes (, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 155.0m (508.5ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 38.7m (127.0ft), Curb-To-Curb Width: 15.5m (50.9ft), Out-to-Out Width: 16.2m (53.1ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 50.2 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: 3.3 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: Better than present minimum criteria, 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: September 2017, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 53 2385L, Location: 07-LA-014-R68.46-LAN (Lat: 34.696556, Lng: -118.170111), Route carried "on" structure: State highway 14, Year Built: 1972, Status: Open, Structure Length: 3.91m (12.83ft), Average Daily Traffic: 37,500 (year 2009), Truck Traffic: 9%, Average Future Daily Traffic: 42,766 (year 2037), Features Intersected: LANCASTER BLVD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 6.846, Lanes on structure: 3, Lanes under structure: 4, Base Highway Network: Yes (, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 155.0m (508.5ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 38.7m (127.0ft), Curb-To-Curb Width: 15.5m (50.9ft), Out-to-Out Width: 16.2m (53.1ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 50.2 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: 3.3 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: Better than present minimum criteria, 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: September 2017, Deck Structure Type: Concrete Cast-file-Place
Find on map >> Show street view
Structure Number: 53 2385L, Location: 07-LA-014-R68.46-LAN (Lat: 34.696556, Lng: -118.170111), Route carried "under" structure: City street Q038, Year Built: 1972, Structure Length: 0. m, Average Daily Traffic: 2,596 (year 1998), Truck Traffic: 2%, Features Intersected: LANCASTER BLVD, Facility Carried by Structure: STATE ROUTE 14
Minimum Vertical Clearance: 4.65m (15.26ft), Kilometerpoint: 0.000, Lanes on structure: 3, Lanes under structure: 4, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Length of Maximum Span: 38.7m (127.0ft)
Structure Number: 53 2385L, Location: 07-LA-014-R68.46-LAN (Lat: 34.696556, Lng: -118.170111), Route carried "under" structure: City street Q038, Year Built: 1972, Structure Length: 0. m, Average Daily Traffic: 2,596 (year 1998), Truck Traffic: 2%, Features Intersected: LANCASTER BLVD, Facility Carried by Structure: STATE ROUTE 14
Minimum Vertical Clearance: 4.65m (15.26ft), Kilometerpoint: 0.000, Lanes on structure: 3, Lanes under structure: 4, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Length of Maximum Span: 38.7m (127.0ft)
Find on map >> Show street view
Structure Number: 53 2385R, Location: 07-LA-014-R68.46-LAN (Lat: 34.696558, Lng: -118.169739), Route carried "on" structure: State highway 14, Year Built: 1972, Status: Open, Structure Length: 3.91m (12.83ft), Average Daily Traffic: 37,500 (year 2009), Truck Traffic: 9%, Average Future Daily Traffic: 42,766 (year 2037), Features Intersected: LANCASTER BLVD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 6.846, Lanes on structure: 3, Lanes under structure: 4, Base Highway Network: Yes (, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 155.0m (508.5ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 38.7m (127.0ft), Curb-To-Curb Width: 15.5m (50.9ft), Out-to-Out Width: 16.2m (53.1ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 50.2 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: 3.3 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: Better than present minimum criteria, 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: September 2017, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 53 2385R, Location: 07-LA-014-R68.46-LAN (Lat: 34.696558, Lng: -118.169739), Route carried "on" structure: State highway 14, Year Built: 1972, Status: Open, Structure Length: 3.91m (12.83ft), Average Daily Traffic: 37,500 (year 2009), Truck Traffic: 9%, Average Future Daily Traffic: 42,766 (year 2037), Features Intersected: LANCASTER BLVD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 6.846, Lanes on structure: 3, Lanes under structure: 4, Base Highway Network: Yes (, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 155.0m (508.5ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 38.7m (127.0ft), Curb-To-Curb Width: 15.5m (50.9ft), Out-to-Out Width: 16.2m (53.1ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 50.2 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: 3.3 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: Better than present minimum criteria, 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: September 2017, Deck Structure Type: Concrete Cast-file-Place
Find on map >> Show street view
Structure Number: 53 2386K, Location: 07-LA-014-R68.96-LAN (Lat: 34.703844, Lng: -118.170514), Route carried "on" structure: Ramp State highway 14, Year Built: 2012, Status: Open, Structure Length: 4.71m (15.45ft), Average Daily Traffic: 10,100 (year 2010), Truck Traffic: 2%, Average Future Daily Traffic: 15,333 (year 2037), Design Load: HS 20, Features Intersected: AVENUE "I"
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 6.896, Lanes on structure: 1, Lanes under structure: 6, Base Highway Network: Yes (, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 72.0m (236.2ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Single/Spread, Number Of Spans In Main Unit: 1, Length of Maximum Span: 46.3m (151.9ft), Curb-To-Curb Width: 7.2m (23.6ft), Out-to-Out Width: 8.1m (26.6ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 54.1 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Underclear: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2017, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 53 2386K, Location: 07-LA-014-R68.96-LAN (Lat: 34.703844, Lng: -118.170514), Route carried "on" structure: Ramp State highway 14, Year Built: 2012, Status: Open, Structure Length: 4.71m (15.45ft), Average Daily Traffic: 10,100 (year 2010), Truck Traffic: 2%, Average Future Daily Traffic: 15,333 (year 2037), Design Load: HS 20, Features Intersected: AVENUE "I"
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 6.896, Lanes on structure: 1, Lanes under structure: 6, Base Highway Network: Yes (, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 72.0m (236.2ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Single/Spread, Number Of Spans In Main Unit: 1, Length of Maximum Span: 46.3m (151.9ft), Curb-To-Curb Width: 7.2m (23.6ft), Out-to-Out Width: 8.1m (26.6ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 54.1 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Underclear: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2017, Deck Structure Type: Concrete Cast-file-Place
Find on map >> Show street view
Structure Number: 53 2386L, Location: 07-LA-014-R68.96-LAN (Lat: 34.703847, Lng: -118.170167), Route carried "on" structure: State highway 14, Year Built: 1972, Status: Open, Structure Length: 4.46m (14.63ft), Average Daily Traffic: 37,500 (year 2009), Truck Traffic: 9%, Average Future Daily Traffic: 42,766 (year 2037), Design Load: HS 20, Features Intersected: AVENUE "I"
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 6.896, Lanes on structure: 3, Lanes under structure: 5, Base Highway Network: Yes (, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 155.0m (508.5ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 44.2m (145.0ft), Curb-To-Curb Width: 15.5m (50.9ft), Out-to-Out Width: 16.2m (53.1ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 52.8 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: 34.3 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: Better than present minimum criteria, 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: September 2017, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 53 2386L, Location: 07-LA-014-R68.96-LAN (Lat: 34.703847, Lng: -118.170167), Route carried "on" structure: State highway 14, Year Built: 1972, Status: Open, Structure Length: 4.46m (14.63ft), Average Daily Traffic: 37,500 (year 2009), Truck Traffic: 9%, Average Future Daily Traffic: 42,766 (year 2037), Design Load: HS 20, Features Intersected: AVENUE "I"
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 6.896, Lanes on structure: 3, Lanes under structure: 5, Base Highway Network: Yes (, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 155.0m (508.5ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 44.2m (145.0ft), Curb-To-Curb Width: 15.5m (50.9ft), Out-to-Out Width: 16.2m (53.1ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 52.8 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: 34.3 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: Better than present minimum criteria, 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: September 2017, Deck Structure Type: Concrete Cast-file-Place
Find on map >> Show street view
Structure Number: 53 2386R, Location: 07-LA-014-R68.96-LAN (Lat: 34.703847, Lng: -118.169794), Route carried "on" structure: State highway 14, Year Built: 1972, Status: Open, Structure Length: 4.46m (14.63ft), Average Daily Traffic: 37,500 (year 2009), Truck Traffic: 9%, Average Future Daily Traffic: 42,766 (year 2037), Design Load: HS 20, Features Intersected: AVENUE "I"
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 6.896, Lanes on structure: 2, Lanes under structure: 5, Base Highway Network: Yes (, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 155.0m (508.5ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 44.2m (145.0ft), Curb-To-Curb Width: 15.5m (50.9ft), Out-to-Out Width: 16.2m (53.1ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 52.8 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: 34.3 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: 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: September 2017, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 53 2386R, Location: 07-LA-014-R68.96-LAN (Lat: 34.703847, Lng: -118.169794), Route carried "on" structure: State highway 14, Year Built: 1972, Status: Open, Structure Length: 4.46m (14.63ft), Average Daily Traffic: 37,500 (year 2009), Truck Traffic: 9%, Average Future Daily Traffic: 42,766 (year 2037), Design Load: HS 20, Features Intersected: AVENUE "I"
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 6.896, Lanes on structure: 2, Lanes under structure: 5, Base Highway Network: Yes (, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 155.0m (508.5ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 44.2m (145.0ft), Curb-To-Curb Width: 15.5m (50.9ft), Out-to-Out Width: 16.2m (53.1ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 52.8 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: 34.3 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: 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: September 2017, Deck Structure Type: Concrete Cast-file-Place