Bridge Statistics for Westlake Village, California (CA)
Condition, Traffic, Stress, Structural Evaluation, Project Costs
- National Bridge Inventory (NBI) Statistics
- 10Number of bridges
- 112ft / 33.5mTotal length
- 223,543Total average daily traffic
- 18,351Total average daily truck traffic
- National Bridge Inventory (NBI) Registered Bridges for Westlake Village
- No street view available for this location
- New bridges - historical statistics
- 21950-1959
- 31960-1969
- 41970-1979
- 11990-1999
- Bridge Condition - Deck
- 16.7%Very good
- 66.7%Good
- 16.7%Fair
- Bridge Condition - Superstructure
- 33.3%Very good
- 66.7%Good
- Bridge Condition - Substructure
- 66.7%Good
- 16.7%Satisfactory
- 16.7%Fair
- Bridge Condition - Channel
- 28.6%Excellent
- 28.6%Very good
- 14.3%Good
- 28.6%Satisfactory
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Structure Number: 53 2355, Location: 07-LA-101-37.54-WLKV (Lat: 34.148647, Lng: -118.804142), Route carried "on" structure: City street N096, Year Built: 1973, Status: Open, Structure Length: 8.84m (29.00ft), Average Daily Traffic: 10,000 (year 2018), Truck Traffic: 1%, Average Future Daily Traffic: 13,600 (year 2038), Design Load: HS 20, Features Intersected: ROUTE 101, Facility Carried by Structure: LINDERO CANYON RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 7, Lanes under structure: 10, Owner: State Highway Agency, Approaching Roadway Width: 34.1m (111.9ft), 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: 44.8m (147.0ft), Curb or Sidewalk Widths: Left: 2.3m (7.5ft), Right: 2.3m (7.5ft), Curb-To-Curb Width: 25.0m (82.0ft), Out-to-Out Width: 34.4m (112.9ft)
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: High priority of replacement, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 53 2355, Location: 07-LA-101-37.54-WLKV (Lat: 34.148647, Lng: -118.804142), Route carried "on" structure: City street N096, Year Built: 1973, Status: Open, Structure Length: 8.84m (29.00ft), Average Daily Traffic: 10,000 (year 2018), Truck Traffic: 1%, Average Future Daily Traffic: 13,600 (year 2038), Design Load: HS 20, Features Intersected: ROUTE 101, Facility Carried by Structure: LINDERO CANYON RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 7, Lanes under structure: 10, Owner: State Highway Agency, Approaching Roadway Width: 34.1m (111.9ft), 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: 44.8m (147.0ft), Curb or Sidewalk Widths: Left: 2.3m (7.5ft), Right: 2.3m (7.5ft), Curb-To-Curb Width: 25.0m (82.0ft), Out-to-Out Width: 34.4m (112.9ft)
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: High priority of replacement, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 53 2610G, Location: 07-LA-105-R13.14-LYN (Lat: 33.914108, Lng: -118.185664), Route carried "on" structure: Ramp Interstate 105, Year Built: 1990, Status: Open, Structure Length: 13.44m (44.09ft), Average Daily Traffic: 15,210 (year 2010), Truck Traffic: 2%, Average Future Daily Traffic: 15,954 (year 2037), Design Load: HS 20+Mod, Features Intersected: WRIGHT ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 13.140, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes (Inventory Route: 1, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 11.7m (38.4ft), Material/Design: Prestressed concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 3, Length of Maximum Span: 59.4m (194.9ft), Curb-To-Curb Width: 11.7m (38.4ft), Out-to-Out Width: 12.8m (42.0ft)
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: Superior to present desirable criteria, Underclear: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2020, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 53 2610G, Location: 07-LA-105-R13.14-LYN (Lat: 33.914108, Lng: -118.185664), Route carried "on" structure: Ramp Interstate 105, Year Built: 1990, Status: Open, Structure Length: 13.44m (44.09ft), Average Daily Traffic: 15,210 (year 2010), Truck Traffic: 2%, Average Future Daily Traffic: 15,954 (year 2037), Design Load: HS 20+Mod, Features Intersected: WRIGHT ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 13.140, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes (Inventory Route: 1, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 11.7m (38.4ft), Material/Design: Prestressed concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 3, Length of Maximum Span: 59.4m (194.9ft), Curb-To-Curb Width: 11.7m (38.4ft), Out-to-Out Width: 12.8m (42.0ft)
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: Superior to present desirable criteria, Underclear: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2020, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 53 2619M, Location: 07-LA-101-37.41-WLKV (Lat: 34.148753, Lng: -118.802442), Route carried "on" structure: Bypass US 101, Year Built: 1973, Status: Open, Structure Length: 0.88m (2.89ft), Average Daily Traffic: 7,500 (year 2018), Truck Traffic: 2%, Average Future Daily Traffic: 9,000 (year 2038), Design Load: HS 20, Features Intersected: LINDERO CYN RD CULVERT
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 37.410, Lanes on structure: 1, Base Highway Network: Yes (Inventory Route: 1, Subroute: 1), Owner: State Highway Agency, Maintenance Responsibility: County Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 9 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 4.3m (14.1ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.3m (24.0ft)
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: High priority of replacement, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: May 2020
Structure Number: 53 2619M, Location: 07-LA-101-37.41-WLKV (Lat: 34.148753, Lng: -118.802442), Route carried "on" structure: Bypass US 101, Year Built: 1973, Status: Open, Structure Length: 0.88m (2.89ft), Average Daily Traffic: 7,500 (year 2018), Truck Traffic: 2%, Average Future Daily Traffic: 9,000 (year 2038), Design Load: HS 20, Features Intersected: LINDERO CYN RD CULVERT
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 37.410, Lanes on structure: 1, Base Highway Network: Yes (Inventory Route: 1, Subroute: 1), Owner: State Highway Agency, Maintenance Responsibility: County Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 9 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 4.3m (14.1ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.3m (24.0ft)
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: High priority of replacement, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: May 2020
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Structure Number: 53C0798, Location: 0.8MI W/O LINDERO CYN RD (Lat: 34.139683, Lng: -118.829864), Route carried "on" structure: City street N046, Year Built: 1968, Status: Open, Structure Length: 1.01m (3.31ft), Average Daily Traffic: 5,783 (year 2015), Truck Traffic: 2%, Average Future Daily Traffic: 6,651 (year 2040), Features Intersected: POTRERO VAL CR, Facility Carried by Structure: TRIUNFO CYN RD
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 0.000, Lanes on structure: 4, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 21.2m (69.6ft), Skew: 20 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.0m (9.8ft), Curb or Sidewalk Widths: Left: 2.6m (8.5ft), Right: 2.6m (8.5ft), Curb-To-Curb Width: 21.2m (69.6ft), Out-to-Out Width: 30.6m (100.4ft)
Condition: Channel: Very good, Culverts: Good, Operating Rating: 40.5 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 24.3 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2020
Structure Number: 53C0798, Location: 0.8MI W/O LINDERO CYN RD (Lat: 34.139683, Lng: -118.829864), Route carried "on" structure: City street N046, Year Built: 1968, Status: Open, Structure Length: 1.01m (3.31ft), Average Daily Traffic: 5,783 (year 2015), Truck Traffic: 2%, Average Future Daily Traffic: 6,651 (year 2040), Features Intersected: POTRERO VAL CR, Facility Carried by Structure: TRIUNFO CYN RD
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 0.000, Lanes on structure: 4, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 21.2m (69.6ft), Skew: 20 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.0m (9.8ft), Curb or Sidewalk Widths: Left: 2.6m (8.5ft), Right: 2.6m (8.5ft), Curb-To-Curb Width: 21.2m (69.6ft), Out-to-Out Width: 30.6m (100.4ft)
Condition: Channel: Very good, Culverts: Good, Operating Rating: 40.5 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 24.3 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2020
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Structure Number: 53C0828, Location: 1.5MI S/O US-101 FWY (Lat: 34.132203, Lng: -118.822125), Route carried "on" structure: City street N096, Year Built: 1970, Year Reconstructed: 1988, Status: Open, Structure Length: 5.67m (18.60ft), Average Daily Traffic: 6,476 (year 2015), Truck Traffic: 2%, Average Future Daily Traffic: 7,450 (year 2040), Design Load: HS 20, Features Intersected: TRIUNFO CYN CRK, Facility Carried by Structure: LINDERO CYN RD
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 0.000, Lanes on structure: 5, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 21.2m (69.6ft), Skew: 29 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 27.3m (89.6ft), Curb or Sidewalk Widths: Left: 2.3m (7.5ft), Right: 2.1m (6.9ft), Curb-To-Curb Width: 24.4m (80.1ft), Out-to-Out Width: 30.7m (100.7ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Fair, Channel: Good, Operating Rating: 49.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 29.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2020, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 53C0828, Location: 1.5MI S/O US-101 FWY (Lat: 34.132203, Lng: -118.822125), Route carried "on" structure: City street N096, Year Built: 1970, Year Reconstructed: 1988, Status: Open, Structure Length: 5.67m (18.60ft), Average Daily Traffic: 6,476 (year 2015), Truck Traffic: 2%, Average Future Daily Traffic: 7,450 (year 2040), Design Load: HS 20, Features Intersected: TRIUNFO CYN CRK, Facility Carried by Structure: LINDERO CYN RD
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 0.000, Lanes on structure: 5, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 21.2m (69.6ft), Skew: 29 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 27.3m (89.6ft), Curb or Sidewalk Widths: Left: 2.3m (7.5ft), Right: 2.1m (6.9ft), Curb-To-Curb Width: 24.4m (80.1ft), Out-to-Out Width: 30.7m (100.7ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Fair, Channel: Good, Operating Rating: 49.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 29.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2020, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 53C1005, Location: 2.0MI S/O US-101 FWY (Lat: 34.121581, Lng: -118.798908), Route carried "on" structure: County highway , Year Built: 1951, Status: Open, Structure Length: 0.89m (2.92ft), Average Daily Traffic: 695 (year 2012), Truck Traffic: 1%, Average Future Daily Traffic: 765 (year 2038), Design Load: HS 20, Features Intersected: LOBO CRK, Facility Carried by Structure: LOBO CYN RD E/XING
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Skew: 2 degrees, Material/Design: Wood or Timber, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.6m (24.9ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 8.9m (29.2ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 66.4 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 47.6 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Somewhat better than minimum adequacy, Designated Inspection Frequency: Every 48 months, Inspection Date: October 2018, Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 53C1005, Location: 2.0MI S/O US-101 FWY (Lat: 34.121581, Lng: -118.798908), Route carried "on" structure: County highway , Year Built: 1951, Status: Open, Structure Length: 0.89m (2.92ft), Average Daily Traffic: 695 (year 2012), Truck Traffic: 1%, Average Future Daily Traffic: 765 (year 2038), Design Load: HS 20, Features Intersected: LOBO CRK, Facility Carried by Structure: LOBO CYN RD E/XING
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Skew: 2 degrees, Material/Design: Wood or Timber, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.6m (24.9ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 8.9m (29.2ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 66.4 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 47.6 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Somewhat better than minimum adequacy, Designated Inspection Frequency: Every 48 months, Inspection Date: October 2018, Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 53C1017, Location: 1.4MI W/O TRIFUNO CYN RD (Lat: 34.118528, Lng: -118.815292), Route carried "on" structure: County highway , Year Built: 1954, Status: Open, Structure Length: 0.79m (2.59ft), Average Daily Traffic: 189 (year 2012), Truck Traffic: 1%, Average Future Daily Traffic: 189 (year 2038), Design Load: H 15, Features Intersected: LOBO CRK, Facility Carried by Structure: LOBO CYN RD W/XING
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 4 degrees, Material/Design: Wood or Timber, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.0m (23.0ft), Curb-To-Curb Width: 8.1m (26.6ft), Out-to-Out Width: 8.4m (27.6ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Satisfactory, Operating Rating: 62.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 37.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: October 2018, Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 53C1017, Location: 1.4MI W/O TRIFUNO CYN RD (Lat: 34.118528, Lng: -118.815292), Route carried "on" structure: County highway , Year Built: 1954, Status: Open, Structure Length: 0.79m (2.59ft), Average Daily Traffic: 189 (year 2012), Truck Traffic: 1%, Average Future Daily Traffic: 189 (year 2038), Design Load: H 15, Features Intersected: LOBO CRK, Facility Carried by Structure: LOBO CYN RD W/XING
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 4 degrees, Material/Design: Wood or Timber, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.0m (23.0ft), Curb-To-Curb Width: 8.1m (26.6ft), Out-to-Out Width: 8.4m (27.6ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Satisfactory, Operating Rating: 62.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 37.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: October 2018, Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 53C1518, Location: 30FT S/O LINDERO CYN RD (Lat: 34.141647, Lng: -118.811797), Route carried "on" structure: City street , Year Built: 1967, Status: Open, Structure Length: 1.17m (3.84ft), Average Daily Traffic: 2,000 (year 2012), Truck Traffic: 2%, Average Future Daily Traffic: 2,200 (year 2040), Design Load: HS 20, Features Intersected: PRIVATE DRN #728, Facility Carried by Structure: RUSTIC OAK DR
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 11.0m (36.1ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 12.1m (39.7ft), Out-to-Out Width: 15.7m (51.5ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Channel: Excellent, Operating Rating: 85.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 51.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: June 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 53C1518, Location: 30FT S/O LINDERO CYN RD (Lat: 34.141647, Lng: -118.811797), Route carried "on" structure: City street , Year Built: 1967, Status: Open, Structure Length: 1.17m (3.84ft), Average Daily Traffic: 2,000 (year 2012), Truck Traffic: 2%, Average Future Daily Traffic: 2,200 (year 2040), Design Load: HS 20, Features Intersected: PRIVATE DRN #728, Facility Carried by Structure: RUSTIC OAK DR
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 11.0m (36.1ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 12.1m (39.7ft), Out-to-Out Width: 15.7m (51.5ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Channel: Excellent, Operating Rating: 85.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 51.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: June 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 53C1535, Location: 30FT S/O LINDERO CYN RD (Lat: 34.139125, Lng: -118.819594), Route carried "on" structure: City street , Year Built: 1969, Status: Open, Structure Length: 0.82m (2.69ft), Average Daily Traffic: 690 (year 2012), Truck Traffic: 1%, Average Future Daily Traffic: 759 (year 2040), Features Intersected: PRIVATE DRN #792, Facility Carried by Structure: FOXFIELD DR
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 0.000, Lanes on structure: 3, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 12.1m (39.7ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.7m (12.1ft), Curb or Sidewalk Widths: Left: 1.7m (5.6ft), Right: 1.7m (5.6ft), Curb-To-Curb Width: 12.1m (39.7ft), Out-to-Out Width: 17.8m (58.4ft)
Condition: Channel: Excellent, Culverts: Good, Operating Rating: 40.5 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 24.3 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2020
Structure Number: 53C1535, Location: 30FT S/O LINDERO CYN RD (Lat: 34.139125, Lng: -118.819594), Route carried "on" structure: City street , Year Built: 1969, Status: Open, Structure Length: 0.82m (2.69ft), Average Daily Traffic: 690 (year 2012), Truck Traffic: 1%, Average Future Daily Traffic: 759 (year 2040), Features Intersected: PRIVATE DRN #792, Facility Carried by Structure: FOXFIELD DR
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 0.000, Lanes on structure: 3, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 12.1m (39.7ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.7m (12.1ft), Curb or Sidewalk Widths: Left: 1.7m (5.6ft), Right: 1.7m (5.6ft), Curb-To-Curb Width: 12.1m (39.7ft), Out-to-Out Width: 17.8m (58.4ft)
Condition: Channel: Excellent, Culverts: Good, Operating Rating: 40.5 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 24.3 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2020
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Structure Number: 53 2355, Location: 07-LA-101-37.54-WLKV (Lat: 34.148647, Lng: -118.804142), Route carried "under" structure: US 101, Year Built: 1973, Structure Length: 0. m, Average Daily Traffic: 175,000 (year 2018), Truck Traffic: 10%, Features Intersected: ROUTE 101, Facility Carried by Structure: LINDERO CANYON RD
Minimum Vertical Clearance: 5.10m (16.73ft), Kilometerpoint: 37.540, Lanes on structure: 7, Lanes under structure: 10, Material/Design: Prestressed concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Length of Maximum Span: 44.8m (147.0ft)
Structure Number: 53 2355, Location: 07-LA-101-37.54-WLKV (Lat: 34.148647, Lng: -118.804142), Route carried "under" structure: US 101, Year Built: 1973, Structure Length: 0. m, Average Daily Traffic: 175,000 (year 2018), Truck Traffic: 10%, Features Intersected: ROUTE 101, Facility Carried by Structure: LINDERO CANYON RD
Minimum Vertical Clearance: 5.10m (16.73ft), Kilometerpoint: 37.540, Lanes on structure: 7, Lanes under structure: 10, Material/Design: Prestressed concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Length of Maximum Span: 44.8m (147.0ft)