Bridge Statistics for Lancaster, California (CA)
Condition, Traffic, Stress, Structural Evaluation, Project Costs
- New bridges - historical statistics
- 21920-1929
- 11950-1959
- 291960-1969
- 251970-1979
- 31980-1989
- 101990-1999
- 12000-2009
- 12010-2019
- Reconstructed bridges - Historical Statistics
- 21920-1929
- 01930-1939
- 01940-1949
- 01950-1959
- 01960-1969
- 01970-1979
- 01980-1989
- 31990-1999
- Bridge Condition - Deck
- 64.0%Good
- 36.0%Fair
- Bridge Condition - Superstructure
- 92.0%Good
- 4.0%Satisfactory
- 4.0%Fair
- Bridge Condition - Substructure
- 88.0%Good
- 8.0%Satisfactory
- 4.0%Fair
- Bridge Condition - Channel
- 21.1%Excellent
- 50.0%Very good
- 18.4%Good
- 10.5%Satisfactory
- Bridge Condition - Culverts
- 11.8%Very good
- 76.5%Good
- 11.8%Satisfactory
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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: 3,800 (year 2019), Truck Traffic: 14%, Average Future Daily Traffic: 7,600 (year 2042), Design Load: HS 20+Mod, Features Intersected: STATE ROUTE 14
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 36.850, Lanes on structure: 2, Lanes under structure: 5, Base Highway Network: Yes (Inventory Route: 1, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 19.5m (64.0ft), 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: Fair, Superstructure: Fair, Substructure: Good, Operating Rating: 45.0 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: 35.0 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Superior to present desirable criteria, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Superior to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020, 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: 3,800 (year 2019), Truck Traffic: 14%, Average Future Daily Traffic: 7,600 (year 2042), Design Load: HS 20+Mod, Features Intersected: STATE ROUTE 14
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 36.850, Lanes on structure: 2, Lanes under structure: 5, Base Highway Network: Yes (Inventory Route: 1, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 19.5m (64.0ft), 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: Fair, Superstructure: Fair, Substructure: Good, Operating Rating: 45.0 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: 35.0 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Superior to present desirable criteria, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Superior to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020, Deck Structure Type: Concrete Cast-file-Place
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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 2017), Truck Traffic: 18%, Average Future Daily Traffic: 375 (year 2041), 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: 9.8m (32.2ft), 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: May 2021, 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 2017), Truck Traffic: 18%, Average Future Daily Traffic: 375 (year 2041), 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: 9.8m (32.2ft), 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: May 2021, Deck Structure Type: Concrete Cast-file-Place
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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 2017), Truck Traffic: 10%, Average Future Daily Traffic: 689 (year 2041), 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: 9.8m (32.2ft), 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: Fair, Superstructure: Good, Substructure: Good, Operating Rating: 47.0 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: May 2021, 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 2017), Truck Traffic: 10%, Average Future Daily Traffic: 689 (year 2041), 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: 9.8m (32.2ft), 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: Fair, Superstructure: Good, Substructure: Good, Operating Rating: 47.0 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: May 2021, Deck Structure Type: Concrete Cast-file-Place
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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 2017), Truck Traffic: 4%, Average Future Daily Traffic: 613 (year 2041), 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: 28.7m (94.2ft), 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: May 2021, 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 2017), Truck Traffic: 4%, Average Future Daily Traffic: 613 (year 2041), 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: 28.7m (94.2ft), 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: May 2021, Deck Structure Type: Concrete Cast-file-Place
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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: 21,000 (year 2017), Truck Traffic: 5%, Average Future Daily Traffic: 39,048 (year 2041), Design Load: HS 20, Features Intersected: AMARGOSA CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 70.270, Lanes on structure: 2, Base Highway Network: Yes (, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 11.9m (39.0ft), 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: Fair, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 37.9 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 29.2 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: 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: May 2021, 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: 21,000 (year 2017), Truck Traffic: 5%, Average Future Daily Traffic: 39,048 (year 2041), Design Load: HS 20, Features Intersected: AMARGOSA CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 70.270, Lanes on structure: 2, Base Highway Network: Yes (, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 11.9m (39.0ft), 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: Fair, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 37.9 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 29.2 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: 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: May 2021, Deck Structure Type: Concrete Cast-file-Place
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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: 21,000 (year 2017), Truck Traffic: 5%, Average Future Daily Traffic: 39,048 (year 2041), Design Load: HS 20, Features Intersected: AMARGOSA CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 70.270, Lanes on structure: 2, Base Highway Network: Yes (, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 11.9m (39.0ft), 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: Fair, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 38.2 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: 29.5 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: 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: May 2021, 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: 21,000 (year 2017), Truck Traffic: 5%, Average Future Daily Traffic: 39,048 (year 2041), Design Load: HS 20, Features Intersected: AMARGOSA CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 70.270, Lanes on structure: 2, Base Highway Network: Yes (, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 11.9m (39.0ft), 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: Fair, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 38.2 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: 29.5 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: 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: May 2021, Deck Structure Type: Concrete Cast-file-Place
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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: 3,478 (year 2017), Truck Traffic: 1%, Average Future Daily Traffic: 4,121 (year 2041), 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: 12.2m (40.0ft), 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: 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: 47.0 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: 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: April 2021, 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: 3,478 (year 2017), Truck Traffic: 1%, Average Future Daily Traffic: 4,121 (year 2041), 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: 12.2m (40.0ft), 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: 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: 47.0 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: 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: April 2021, Deck Structure Type: Concrete Cast-file-Place
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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 2017), Truck Traffic: 1%, Average Future Daily Traffic: 10,302 (year 2041), 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: 12.5m (41.0ft), 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: 40.5 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: 27.9 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: 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: April 2021, 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 2017), Truck Traffic: 1%, Average Future Daily Traffic: 10,302 (year 2041), 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: 12.5m (41.0ft), 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: 40.5 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: 27.9 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: 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: April 2021, Deck Structure Type: Concrete Cast-file-Place
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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: 7.80m (25.59ft), Average Daily Traffic: 10,500 (year 2017), Truck Traffic: 2%, Average Future Daily Traffic: 15,452 (year 2041), 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: 27.6m (90.6ft), 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: 41.1 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 27.5 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: Equal to 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: April 2021, 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: 7.80m (25.59ft), Average Daily Traffic: 10,500 (year 2017), Truck Traffic: 2%, Average Future Daily Traffic: 15,452 (year 2041), 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: 27.6m (90.6ft), 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: 41.1 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 27.5 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: Equal to 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: April 2021, Deck Structure Type: Concrete Cast-file-Place
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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 2017), Average Future Daily Traffic: 78,097 (year 2041), Features Intersected: AVE G DRAIN 1
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 71.200, Lanes on structure: 6, Base Highway Network: Yes (, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 34.1m (111.9ft), Material/Design: Concrete continuous, 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: May 2021
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 2017), Average Future Daily Traffic: 78,097 (year 2041), Features Intersected: AVE G DRAIN 1
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 71.200, Lanes on structure: 6, Base Highway Network: Yes (, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 34.1m (111.9ft), Material/Design: Concrete continuous, 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: May 2021
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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 2017), Average Future Daily Traffic: 78,097 (year 2041), Features Intersected: AVE G DRAIN 2
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 71.250, Lanes on structure: 4, Base Highway Network: Yes (, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 25.3m (83.0ft), Material/Design: Concrete continuous, 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: 61.0m (200.1ft)
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: May 2021
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 2017), Average Future Daily Traffic: 78,097 (year 2041), Features Intersected: AVE G DRAIN 2
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 71.250, Lanes on structure: 4, Base Highway Network: Yes (, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 25.3m (83.0ft), Material/Design: Concrete continuous, 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: 61.0m (200.1ft)
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: May 2021
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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 2017), Average Future Daily Traffic: 78,097 (year 2041), Features Intersected: AVE F DRAIN 1
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 71.700, Lanes on structure: 6, Base Highway Network: Yes (, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 25.0m (82.0ft), Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 4, Length of Maximum Span: 3.2m (10.5ft), Curb-To-Curb Width: 25.0m (82.0ft), 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: May 2021
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 2017), Average Future Daily Traffic: 78,097 (year 2041), Features Intersected: AVE F DRAIN 1
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 71.700, Lanes on structure: 6, Base Highway Network: Yes (, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 25.0m (82.0ft), Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 4, Length of Maximum Span: 3.2m (10.5ft), Curb-To-Curb Width: 25.0m (82.0ft), 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: May 2021
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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 2017), Average Future Daily Traffic: 78,097 (year 2041), Features Intersected: AVE F DRAIN 2
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 71.800, Lanes on structure: 6, Base Highway Network: Yes (, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 35.1m (115.2ft), Material/Design: Concrete continuous, 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: May 2021
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 2017), Average Future Daily Traffic: 78,097 (year 2041), Features Intersected: AVE F DRAIN 2
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 71.800, Lanes on structure: 6, Base Highway Network: Yes (, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 35.1m (115.2ft), Material/Design: Concrete continuous, 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: May 2021
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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 2017), Average Future Daily Traffic: 78,097 (year 2041), Features Intersected: AVE F DRAIN 3
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 72.100, Lanes on structure: 6, Base Highway Network: Yes (, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 32.0m (105.0ft), Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 4, Length of Maximum Span: 3.2m (10.5ft), Curb-To-Curb Width: 32.0m (105.0ft), 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: May 2021
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 2017), Average Future Daily Traffic: 78,097 (year 2041), Features Intersected: AVE F DRAIN 3
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 72.100, Lanes on structure: 6, Base Highway Network: Yes (, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 32.0m (105.0ft), Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 4, Length of Maximum Span: 3.2m (10.5ft), Curb-To-Curb Width: 32.0m (105.0ft), 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: May 2021
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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 2017), Truck Traffic: 2%, Average Future Daily Traffic: 315 (year 2041), Features Intersected: AVE F DRAIN 3
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 72.100, Lanes on structure: 1, Owner: State Highway Agency, Approaching Roadway Width: 7.0m (23.0ft), 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: 7.0m (23.0ft), 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: May 2021
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 2017), Truck Traffic: 2%, Average Future Daily Traffic: 315 (year 2041), Features Intersected: AVE F DRAIN 3
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 72.100, Lanes on structure: 1, Owner: State Highway Agency, Approaching Roadway Width: 7.0m (23.0ft), 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: 7.0m (23.0ft), 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: May 2021
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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 2017), Average Future Daily Traffic: 78,097 (year 2041), Features Intersected: AVE F DRAIN 4
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 72.200, Lanes on structure: 6, Base Highway Network: Yes (, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 37.2m (122.0ft), Material/Design: Concrete continuous, 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: May 2021
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 2017), Average Future Daily Traffic: 78,097 (year 2041), Features Intersected: AVE F DRAIN 4
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 72.200, Lanes on structure: 6, Base Highway Network: Yes (, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 37.2m (122.0ft), Material/Design: Concrete continuous, 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: May 2021
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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 2017), Average Future Daily Traffic: 78,096 (year 2041), Features Intersected: AVE F DRAIN 5
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 72.250, Lanes on structure: 4, Base Highway Network: Yes (, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 27.4m (89.9ft), Material/Design: Concrete continuous, 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: 61.0m (200.1ft)
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: May 2021
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 2017), Average Future Daily Traffic: 78,096 (year 2041), Features Intersected: AVE F DRAIN 5
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 72.250, Lanes on structure: 4, Base Highway Network: Yes (, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 27.4m (89.9ft), Material/Design: Concrete continuous, 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: 61.0m (200.1ft)
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: May 2021
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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 2017), Truck Traffic: 7%, Average Future Daily Traffic: 57,449 (year 2041), Features Intersected: AVE E DRAIN 1
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 73.200, Lanes on structure: 4, Base Highway Network: Yes (, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 23.8m (78.1ft), Material/Design: Concrete continuous, 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: 52.3m (171.6ft)
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: May 2021
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 2017), Truck Traffic: 7%, Average Future Daily Traffic: 57,449 (year 2041), Features Intersected: AVE E DRAIN 1
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 73.200, Lanes on structure: 4, Base Highway Network: Yes (, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 23.8m (78.1ft), Material/Design: Concrete continuous, 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: 52.3m (171.6ft)
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: May 2021
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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 2017), Truck Traffic: 7%, Average Future Daily Traffic: 57,449 (year 2041), Features Intersected: AVE E DRAIN 2
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 73.250, Lanes on structure: 4, Base Highway Network: Yes (, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 23.8m (78.1ft), Material/Design: Concrete continuous, 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: May 2021
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 2017), Truck Traffic: 7%, Average Future Daily Traffic: 57,449 (year 2041), Features Intersected: AVE E DRAIN 2
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 73.250, Lanes on structure: 4, Base Highway Network: Yes (, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 23.8m (78.1ft), Material/Design: Concrete continuous, 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: May 2021
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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 2017), Truck Traffic: 7%, Average Future Daily Traffic: 57,449 (year 2041), Features Intersected: AVE E DRAIN 3
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 73.300, Lanes on structure: 4, Base Highway Network: Yes (, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 23.8m (78.1ft), Material/Design: Concrete continuous, 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: May 2021
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 2017), Truck Traffic: 7%, Average Future Daily Traffic: 57,449 (year 2041), Features Intersected: AVE E DRAIN 3
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 73.300, Lanes on structure: 4, Base Highway Network: Yes (, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 23.8m (78.1ft), Material/Design: Concrete continuous, 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: May 2021
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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 2017), Truck Traffic: 7%, Average Future Daily Traffic: 57,640 (year 2041), Features Intersected: AVE D DRAIN 1
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 74.160, Lanes on structure: 6, Base Highway Network: Yes (, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 40.9m (134.2ft), Skew: 10 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 4, Length of Maximum Span: 3.0m (9.8ft), Curb-To-Curb Width: 40.9m (134.2ft), 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: May 2021
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 2017), Truck Traffic: 7%, Average Future Daily Traffic: 57,640 (year 2041), Features Intersected: AVE D DRAIN 1
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 74.160, Lanes on structure: 6, Base Highway Network: Yes (, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 40.9m (134.2ft), Skew: 10 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 4, Length of Maximum Span: 3.0m (9.8ft), Curb-To-Curb Width: 40.9m (134.2ft), 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: May 2021
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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 2017), Truck Traffic: 7%, Average Future Daily Traffic: 57,640 (year 2041), Features Intersected: AVE D DRAIN 2
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 74.190, Lanes on structure: 6, Base Highway Network: Yes (, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 33.6m (110.2ft), Skew: 10 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 4, Length of Maximum Span: 3.0m (9.8ft), Curb-To-Curb Width: 33.6m (110.2ft), Out-to-Out Width: 64.6m (211.9ft)
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: May 2021
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 2017), Truck Traffic: 7%, Average Future Daily Traffic: 57,640 (year 2041), Features Intersected: AVE D DRAIN 2
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 74.190, Lanes on structure: 6, Base Highway Network: Yes (, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 33.6m (110.2ft), Skew: 10 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 4, Length of Maximum Span: 3.0m (9.8ft), Curb-To-Curb Width: 33.6m (110.2ft), Out-to-Out Width: 64.6m (211.9ft)
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: May 2021
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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 2017), Truck Traffic: 7%, Average Future Daily Traffic: 57,640 (year 2041), Features Intersected: AVE D DRAIN 3
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 74.210, Lanes on structure: 6, Base Highway Network: Yes (, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 29.0m (95.1ft), Skew: 10 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 4, Length of Maximum Span: 3.0m (9.8ft), Curb-To-Curb Width: 29.0m (95.1ft), Out-to-Out Width: 59.4m (194.9ft)
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: May 2021
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 2017), Truck Traffic: 7%, Average Future Daily Traffic: 57,640 (year 2041), Features Intersected: AVE D DRAIN 3
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 74.210, Lanes on structure: 6, Base Highway Network: Yes (, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 29.0m (95.1ft), Skew: 10 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 4, Length of Maximum Span: 3.0m (9.8ft), Curb-To-Curb Width: 29.0m (95.1ft), Out-to-Out Width: 59.4m (194.9ft)
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: May 2021
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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 2017), Truck Traffic: 7%, Average Future Daily Traffic: 57,640 (year 2041), Features Intersected: AVE C DRAIN 1
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 74.960, Lanes on structure: 4, Base Highway Network: Yes (, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 33.6m (110.2ft), Skew: 10 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 4, Length of Maximum Span: 3.0m (9.8ft), Curb-To-Curb Width: 33.6m (110.2ft), Out-to-Out Width: 58.5m (191.9ft)
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: May 2021
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 2017), Truck Traffic: 7%, Average Future Daily Traffic: 57,640 (year 2041), Features Intersected: AVE C DRAIN 1
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 74.960, Lanes on structure: 4, Base Highway Network: Yes (, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 33.6m (110.2ft), Skew: 10 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 4, Length of Maximum Span: 3.0m (9.8ft), Curb-To-Curb Width: 33.6m (110.2ft), Out-to-Out Width: 58.5m (191.9ft)
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: May 2021
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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 2019), Truck Traffic: 7%, Average Future Daily Traffic: 57,640 (year 2041), Features Intersected: AVE C DRAIN 2
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 74.970, Lanes on structure: 4, Base Highway Network: Yes (, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 33.2m (108.9ft), Skew: 10 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 4, Length of Maximum Span: 3.0m (9.8ft), Curb-To-Curb Width: 33.2m (108.9ft), Out-to-Out Width: 57.9m (190.0ft)
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: May 2021
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 2019), Truck Traffic: 7%, Average Future Daily Traffic: 57,640 (year 2041), Features Intersected: AVE C DRAIN 2
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 74.970, Lanes on structure: 4, Base Highway Network: Yes (, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 33.2m (108.9ft), Skew: 10 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 4, Length of Maximum Span: 3.0m (9.8ft), Curb-To-Curb Width: 33.2m (108.9ft), Out-to-Out Width: 57.9m (190.0ft)
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: May 2021
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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: 5.70m (18.70ft), Average Daily Traffic: 38,000 (year 2017), Truck Traffic: 5%, Average Future Daily Traffic: 42,766 (year 2041), Design Load: HS 20, Features Intersected: AVENUE "K"
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 66.730, Lanes on structure: 4, Lanes under structure: 6, Base Highway Network: Yes (, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 19.2m (63.0ft), 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: 59.3 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: 45.7 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: Meets minimum limits, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2021, 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: 5.70m (18.70ft), Average Daily Traffic: 38,000 (year 2017), Truck Traffic: 5%, Average Future Daily Traffic: 42,766 (year 2041), Design Load: HS 20, Features Intersected: AVENUE "K"
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 66.730, Lanes on structure: 4, Lanes under structure: 6, Base Highway Network: Yes (, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 19.2m (63.0ft), 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: 59.3 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: 45.7 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: Meets minimum limits, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2021, Deck Structure Type: Concrete Cast-file-Place
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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: 31,000 (year 2017), Truck Traffic: 5%, Average Future Daily Traffic: 42,766 (year 2041), Design Load: HS 20, Features Intersected: AVENUE "J-8"
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 67.370, Lanes on structure: 3, Lanes under structure: 4, Base Highway Network: Yes (, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 16.9m (55.4ft), 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: April 2021, 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: 31,000 (year 2017), Truck Traffic: 5%, Average Future Daily Traffic: 42,766 (year 2041), Design Load: HS 20, Features Intersected: AVENUE "J-8"
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 67.370, Lanes on structure: 3, Lanes under structure: 4, Base Highway Network: Yes (, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 16.9m (55.4ft), 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: April 2021, Deck Structure Type: Concrete Cast-file-Place
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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: 31,000 (year 2017), Truck Traffic: 5%, Average Future Daily Traffic: 42,766 (year 2041), Design Load: HS 20, Features Intersected: AVENUE "J-8"
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 67.370, Lanes on structure: 4, Lanes under structure: 4, Base Highway Network: Yes (, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 27.4m (89.9ft), 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: 28.0m (91.9ft)
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: 35.0 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: 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: April 2021, 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: 31,000 (year 2017), Truck Traffic: 5%, Average Future Daily Traffic: 42,766 (year 2041), Design Load: HS 20, Features Intersected: AVENUE "J-8"
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 67.370, Lanes on structure: 4, Lanes under structure: 4, Base Highway Network: Yes (, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 27.4m (89.9ft), 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: 28.0m (91.9ft)
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: 35.0 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: 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: April 2021, Deck Structure Type: Concrete Cast-file-Place
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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: 22,500 (year 2017), Truck Traffic: 6%, Average Future Daily Traffic: 42,766 (year 2041), Design Load: HS 20, Features Intersected: 20TH STREET WEST
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 67.480, Lanes on structure: 4, Lanes under structure: 6, Base Highway Network: Yes (, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 22.0m (72.2ft), 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: 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: 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: April 2021, 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: 22,500 (year 2017), Truck Traffic: 6%, Average Future Daily Traffic: 42,766 (year 2041), Design Load: HS 20, Features Intersected: 20TH STREET WEST
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 67.480, Lanes on structure: 4, Lanes under structure: 6, Base Highway Network: Yes (, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 22.0m (72.2ft), 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: 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: 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: April 2021, Deck Structure Type: Concrete Cast-file-Place
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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: 22,500 (year 2017), Truck Traffic: 5%, Average Future Daily Traffic: 42,766 (year 2041), Design Load: HS 20, Features Intersected: 20TH STREET WEST
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 67.480, Lanes on structure: 3, Lanes under structure: 6, Base Highway Network: Yes (, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 15.5m (50.9ft), 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: Fair, 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: 35.0 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: 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: April 2021, 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: 22,500 (year 2017), Truck Traffic: 5%, Average Future Daily Traffic: 42,766 (year 2041), Design Load: HS 20, Features Intersected: 20TH STREET WEST
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 67.480, Lanes on structure: 3, Lanes under structure: 6, Base Highway Network: Yes (, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 15.5m (50.9ft), 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: Fair, 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: 35.0 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: 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: April 2021, Deck Structure Type: Concrete Cast-file-Place
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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: 25,500 (year 2017), Truck Traffic: 5%, Average Future Daily Traffic: 42,766 (year 2041), Design Load: HS 20, Features Intersected: AVENUE "J"
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 67.950, Lanes on structure: 3, Lanes under structure: 7, Base Highway Network: Yes (, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 15.5m (50.9ft), 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: 48.0m (157.5ft), Curb-To-Curb Width: 15.5m (50.9ft), Out-to-Out Width: 16.2m (53.1ft)
Condition: Deck: Fair, 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: April 2021, 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: 25,500 (year 2017), Truck Traffic: 5%, Average Future Daily Traffic: 42,766 (year 2041), Design Load: HS 20, Features Intersected: AVENUE "J"
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 67.950, Lanes on structure: 3, Lanes under structure: 7, Base Highway Network: Yes (, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 15.5m (50.9ft), 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: 48.0m (157.5ft), Curb-To-Curb Width: 15.5m (50.9ft), Out-to-Out Width: 16.2m (53.1ft)
Condition: Deck: Fair, 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: April 2021, Deck Structure Type: Concrete Cast-file-Place
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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: 25,500 (year 2017), Truck Traffic: 5%, Average Future Daily Traffic: 42,766 (year 2041), Design Load: HS 20, Features Intersected: AVENUE "J"
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 67.950, Lanes on structure: 3, Lanes under structure: 7, Base Highway Network: Yes (, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 15.5m (50.9ft), 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: Fair, 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: April 2021, 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: 25,500 (year 2017), Truck Traffic: 5%, Average Future Daily Traffic: 42,766 (year 2041), Design Load: HS 20, Features Intersected: AVENUE "J"
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 67.950, Lanes on structure: 3, Lanes under structure: 7, Base Highway Network: Yes (, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 15.5m (50.9ft), 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: Fair, 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: April 2021, Deck Structure Type: Concrete Cast-file-Place
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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: 25,500 (year 2017), Truck Traffic: 6%, Average Future Daily Traffic: 42,766 (year 2041), Features Intersected: LANCASTER BLVD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 68.460, Lanes on structure: 3, Lanes under structure: 4, Base Highway Network: Yes (, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 15.5m (50.9ft), 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: 33.0 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: 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: April 2021, 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: 25,500 (year 2017), Truck Traffic: 6%, Average Future Daily Traffic: 42,766 (year 2041), Features Intersected: LANCASTER BLVD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 68.460, Lanes on structure: 3, Lanes under structure: 4, Base Highway Network: Yes (, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 15.5m (50.9ft), 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: 33.0 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: 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: April 2021, Deck Structure Type: Concrete Cast-file-Place
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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: 25,500 (year 2017), Truck Traffic: 6%, Average Future Daily Traffic: 42,766 (year 2041), Features Intersected: LANCASTER BLVD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 68.460, Lanes on structure: 3, Lanes under structure: 4, Base Highway Network: Yes (, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 15.5m (50.9ft), 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: 33.0 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: 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: April 2021, 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: 25,500 (year 2017), Truck Traffic: 6%, Average Future Daily Traffic: 42,766 (year 2041), Features Intersected: LANCASTER BLVD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 68.460, Lanes on structure: 3, Lanes under structure: 4, Base Highway Network: Yes (, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 15.5m (50.9ft), 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: 33.0 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: 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: April 2021, Deck Structure Type: Concrete Cast-file-Place
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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 2017), Truck Traffic: 2%, Average Future Daily Traffic: 15,333 (year 2041), Design Load: HS 20, Features Intersected: AVENUE "I"
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 68.960, Lanes on structure: 1, Lanes under structure: 6, Base Highway Network: Yes (, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 7.2m (23.6ft), 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: April 2021, 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 2017), Truck Traffic: 2%, Average Future Daily Traffic: 15,333 (year 2041), Design Load: HS 20, Features Intersected: AVENUE "I"
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 68.960, Lanes on structure: 1, Lanes under structure: 6, Base Highway Network: Yes (, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 7.2m (23.6ft), 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: April 2021, Deck Structure Type: Concrete Cast-file-Place
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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: 25,500 (year 2017), Truck Traffic: 6%, Average Future Daily Traffic: 42,766 (year 2041), Design Load: HS 20, Features Intersected: AVENUE "I"
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 68.960, Lanes on structure: 3, Lanes under structure: 5, Base Highway Network: Yes (, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 15.5m (50.9ft), 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: April 2021, 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: 25,500 (year 2017), Truck Traffic: 6%, Average Future Daily Traffic: 42,766 (year 2041), Design Load: HS 20, Features Intersected: AVENUE "I"
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 68.960, Lanes on structure: 3, Lanes under structure: 5, Base Highway Network: Yes (, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 15.5m (50.9ft), 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: April 2021, Deck Structure Type: Concrete Cast-file-Place
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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: 25,500 (year 2017), Truck Traffic: 6%, Average Future Daily Traffic: 42,766 (year 2041), Design Load: HS 20, Features Intersected: AVENUE "I"
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 68.960, Lanes on structure: 2, Lanes under structure: 5, Base Highway Network: Yes (, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 15.5m (50.9ft), 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: April 2021, 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: 25,500 (year 2017), Truck Traffic: 6%, Average Future Daily Traffic: 42,766 (year 2041), Design Load: HS 20, Features Intersected: AVENUE "I"
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 68.960, Lanes on structure: 2, Lanes under structure: 5, Base Highway Network: Yes (, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 15.5m (50.9ft), 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: April 2021, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 53 2606, Location: 07-LA-014-R66.10-LAN (Lat: 34.665906, Lng: -118.153114), Route carried "on" structure: State highway 14, Year Built: 1970, Status: Open, Structure Length: 0.88m (2.89ft), Average Daily Traffic: 75,000 (year 2019), Truck Traffic: 9%, Average Future Daily Traffic: 84,963 (year 2041), Features Intersected: AVENUE "K-8" DRAIN
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 66.100, Lanes on structure: 6, Base Highway Network: Yes (, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 31.1m (102.0ft), Skew: 4 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 4.4m (14.4ft), Curb-To-Curb Width: 31.1m (102.0ft), Out-to-Out Width: 47.5m (155.8ft)
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: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: April 2021
Structure Number: 53 2606, Location: 07-LA-014-R66.10-LAN (Lat: 34.665906, Lng: -118.153114), Route carried "on" structure: State highway 14, Year Built: 1970, Status: Open, Structure Length: 0.88m (2.89ft), Average Daily Traffic: 75,000 (year 2019), Truck Traffic: 9%, Average Future Daily Traffic: 84,963 (year 2041), Features Intersected: AVENUE "K-8" DRAIN
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 66.100, Lanes on structure: 6, Base Highway Network: Yes (, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 31.1m (102.0ft), Skew: 4 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 4.4m (14.4ft), Curb-To-Curb Width: 31.1m (102.0ft), Out-to-Out Width: 47.5m (155.8ft)
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: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: April 2021
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Structure Number: 53 2607, Location: 07-LA-014-R66.90-LAN (Lat: 34.675811, Lng: -118.158181), Route carried "on" structure: State highway 14, Year Built: 1970, Status: Open, Structure Length: 1.00m (3.28ft), Average Daily Traffic: 75,000 (year 2019), Truck Traffic: 9%, Average Future Daily Traffic: 84,963 (year 2041), Features Intersected: AVENUE "K" DRAIN
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 66.900, Lanes on structure: 8, Base Highway Network: Yes (, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 37.2m (122.0ft), Skew: 1 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.4m (11.2ft), Curb-To-Curb Width: 37.2m (122.0ft), Out-to-Out Width: 56.0m (183.7ft)
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: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: April 2021
Structure Number: 53 2607, Location: 07-LA-014-R66.90-LAN (Lat: 34.675811, Lng: -118.158181), Route carried "on" structure: State highway 14, Year Built: 1970, Status: Open, Structure Length: 1.00m (3.28ft), Average Daily Traffic: 75,000 (year 2019), Truck Traffic: 9%, Average Future Daily Traffic: 84,963 (year 2041), Features Intersected: AVENUE "K" DRAIN
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 66.900, Lanes on structure: 8, Base Highway Network: Yes (, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 37.2m (122.0ft), Skew: 1 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.4m (11.2ft), Curb-To-Curb Width: 37.2m (122.0ft), Out-to-Out Width: 56.0m (183.7ft)
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: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: April 2021
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Structure Number: 53C0311, Location: 0.2MI E/O SR-14 (Lat: 34.718561, Lng: -118.168417), Route carried "on" structure: City street Q040, Year Built: 1968, Year Reconstructed: 2002, Status: Open, Structure Length: 9.75m (31.99ft), Average Daily Traffic: 9,894 (year 2016), Truck Traffic: 1%, Average Future Daily Traffic: 12,000 (year 2040), Design Load: HS 20+Mod, Features Intersected: AMARGOSA DRN, Facility Carried by Structure: AVE H
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 0.000, Lanes on structure: 6, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 28.8m (94.5ft), Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 7, Length of Maximum Span: 14.6m (47.9ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 28.6m (93.8ft), Out-to-Out Width: 32.4m (106.3ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 59.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 36.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: April 2020, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 53C0311, Location: 0.2MI E/O SR-14 (Lat: 34.718561, Lng: -118.168417), Route carried "on" structure: City street Q040, Year Built: 1968, Year Reconstructed: 2002, Status: Open, Structure Length: 9.75m (31.99ft), Average Daily Traffic: 9,894 (year 2016), Truck Traffic: 1%, Average Future Daily Traffic: 12,000 (year 2040), Design Load: HS 20+Mod, Features Intersected: AMARGOSA DRN, Facility Carried by Structure: AVE H
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 0.000, Lanes on structure: 6, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 28.8m (94.5ft), Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 7, Length of Maximum Span: 14.6m (47.9ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 28.6m (93.8ft), Out-to-Out Width: 32.4m (106.3ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 59.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 36.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: April 2020, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 53C0386, Location: MM 4.00 (Lat: 34.762531, Lng: -118.146750), Route carried "on" structure: County highway L639, Year Built: 1921, Year Reconstructed: 1931, Status: Open, Structure Length: 1.87m (6.14ft), Average Daily Traffic: 4,141 (year 2012), Truck Traffic: 2%, Average Future Daily Traffic: 4,555 (year 2040), Features Intersected: UNNAMED WASH, Facility Carried by Structure: SIERRA HWY
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 0.000, Lanes on structure: 3, Owner: County Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 4, Length of Maximum Span: 3.7m (12.1ft), Curb-To-Curb Width: 17.9m (58.7ft), Out-to-Out Width: 19.1m (62.7ft)
Condition: Channel: Satisfactory, Culverts: Very good, Operating Rating: 40.5 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 24.3 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Meets minimum limits, Approach Roadway Alignment: Superior to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020
Structure Number: 53C0386, Location: MM 4.00 (Lat: 34.762531, Lng: -118.146750), Route carried "on" structure: County highway L639, Year Built: 1921, Year Reconstructed: 1931, Status: Open, Structure Length: 1.87m (6.14ft), Average Daily Traffic: 4,141 (year 2012), Truck Traffic: 2%, Average Future Daily Traffic: 4,555 (year 2040), Features Intersected: UNNAMED WASH, Facility Carried by Structure: SIERRA HWY
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 0.000, Lanes on structure: 3, Owner: County Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 4, Length of Maximum Span: 3.7m (12.1ft), Curb-To-Curb Width: 17.9m (58.7ft), Out-to-Out Width: 19.1m (62.7ft)
Condition: Channel: Satisfactory, Culverts: Very good, Operating Rating: 40.5 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 24.3 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Meets minimum limits, Approach Roadway Alignment: Superior to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020
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Structure Number: 53C0387, Location: 0.3MI N/O AVE E (Lat: 34.767114, Lng: -118.147489), Route carried "on" structure: County highway L639, Year Built: 1921, Year Reconstructed: 1931, Status: Open, Structure Length: 1.50m (4.92ft), Average Daily Traffic: 3,838 (year 2012), Truck Traffic: 2%, Average Future Daily Traffic: 4,222 (year 2040), Features Intersected: UNNAMED WASH, Facility Carried by Structure: SIERRA HWY
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 10.8m (35.4ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.0m (9.8ft), Curb-To-Curb Width: 7.4m (24.3ft), Out-to-Out Width: 15.2m (49.9ft)
Condition: Channel: Satisfactory, Culverts: Good, Operating Rating: 40.5 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 24.3 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: High priority of replacement, Waterway Adequacy: Meets minimum limits, Approach Roadway Alignment: Superior to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020
Structure Number: 53C0387, Location: 0.3MI N/O AVE E (Lat: 34.767114, Lng: -118.147489), Route carried "on" structure: County highway L639, Year Built: 1921, Year Reconstructed: 1931, Status: Open, Structure Length: 1.50m (4.92ft), Average Daily Traffic: 3,838 (year 2012), Truck Traffic: 2%, Average Future Daily Traffic: 4,222 (year 2040), Features Intersected: UNNAMED WASH, Facility Carried by Structure: SIERRA HWY
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 10.8m (35.4ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.0m (9.8ft), Curb-To-Curb Width: 7.4m (24.3ft), Out-to-Out Width: 15.2m (49.9ft)
Condition: Channel: Satisfactory, Culverts: Good, Operating Rating: 40.5 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 24.3 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: High priority of replacement, Waterway Adequacy: Meets minimum limits, Approach Roadway Alignment: Superior to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020