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Bridge Statistics for Palmdale, California (CA) - Condition, Traffic, Stress, Structural Evaluation, Project CostsBack to: Palmdale, CA, California, California forum, All US cities. National Bridge Inventory (NBI) Statistics Number of bridges: 38 Total length: 185 meters (607ft) Total costs: $1,420,000 Total average daily traffic: 1,045,800 Total average daily truck traffic: 72,740 National Bridge Inventory (NBI) Registered Bridges for Palmdale
Bridge Condition - Deck Bridge Condition - Superstructure Bridge Condition - Substructure Bridge Condition - Channel Find on map >>
Structure Number: 53 1419, Location: 07-LA-014-R59.78-PMDL (Lat: 34.581667, Lng: -118.131667), Route carried "on" structure: State highway 14, Year Built: 1966, Year Reconstructed: 2006, Status: Open, Structure Length: 5.76m (18.90ft), Average Daily Traffic: 68,000 (year 2000), Truck Traffic: 7%, Average Future Daily Traffic: 186,811 (year 2029), Design Load: HS 20, Features Intersected: STATE RTE 138 Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 59.780, Lanes on structure: 8, Lanes under structure: 5, Base Highway Network: Yes (, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 36.3m (119.1ft), Skew: 33 degrees, Material/Design: Concrete continuous, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 18.3m (60.0ft), Curb-To-Curb Width: 36.3m (119.1ft), Out-to-Out Width: 37.8m (124.0ft) Condition: Deck: Serious, Superstructure: Good, Substructure: Good, Operating Rating: 65.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 39.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Better than present minimum criteria, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 5.76m (18.90ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2007, Bridge Improvement Cost: $947,000, Roadway Improvement Cost: $95,000, Total Project Cost: $1,420,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 53 144, Location: 07-LA-014-R59.11-PMDL (Lat: 34.573333, Lng: -118.131667), Route carried "on" structure: State highway 14, Year Built: 1966, Year Reconstructed: 2006, Status: Open, Structure Length: 9.56m (31.36ft), Average Daily Traffic: 61,000 (year 2000), Truck Traffic: 9%, Average Future Daily Traffic: 156,209 (year 2029), Design Load: HS 20, Features Intersected: ANAVERDE CREEK Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 59.110, Lanes on structure: 3, Lanes under structure: 2, Base Highway Network: Yes (, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 36.3m (119.1ft), Skew: 30 degrees, Material/Design: Concrete continuous, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 7, Length of Maximum Span: 15.6m (51.2ft), Curb-To-Curb Width: 36.3m (119.1ft), Out-to-Out Width: 37.8m (124.0ft) Condition: Deck: Serious, Superstructure: Good, Substructure: Good, Channel: Satisfactory, Operating Rating: 58.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 35.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2007, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 53 1738, Location: 07-LA-014-R60.19-PMDL (Lat: 34.586667, Lng: -118.131667), Route carried "on" structure: State highway 14, Year Built: 1966, Year Reconstructed: 2006, Status: Open, Structure Length: 3.81m (12.50ft), Average Daily Traffic: 34,000 (year 2000), Truck Traffic: 7%, Average Future Daily Traffic: 93,406 (year 2029), Design Load: HS 20, Features Intersected: AVENUE Q Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 60.190, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes (, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 32.6m (107.0ft), Skew: 30 degrees, Material/Design: Concrete continuous, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 20.7m (67.9ft), Curb-To-Curb Width: 32.6m (107.0ft), Out-to-Out Width: 34.1m (111.9ft) Condition: Deck: Serious, Superstructure: Good, Substructure: Good, Operating Rating: 71.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 43.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2007, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 53 211, Location: 07-LA-014-R60.5-PMDL (Lat: 34.591667, Lng: -118.131667), Route carried "on" structure: State highway 14, Year Built: 1966, Status: Open, Structure Length: 0.85m (2.79ft), Average Daily Traffic: 68,000 (year 2000), Truck Traffic: 7%, Average Future Daily Traffic: 185,573 (year 2027), Design Load: HS 20, Features Intersected: AVENUE Q DRAIN Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 60.500, Lanes on structure: 5, Owner: State Highway Agency, Approaching Roadway Width: 31.1m (102.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 4, Length of Maximum Span: 1.8m (5.9ft), Curb-To-Curb Width: 31.1m (102.0ft) Condition: Channel: Very good, Culverts: Very good, Operating Rating: 53.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present desirable 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: August 2005 Find on map >>
Structure Number: 53 2112, Location: 07-LA-138-44.36-PMDL (Lat: 34.580000, Lng: -118.116667), Route carried "on" structure: State highway 138, Year Built: 1960, Status: Open, Structure Length: 0.67m (2.20ft), Average Daily Traffic: 30,500 (year 2000), Truck Traffic: 4%, Average Future Daily Traffic: 39,917 (year 2029), Design Load: HS 20, Features Intersected: RAILROAD DITCH Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 44.360, Lanes on structure: 5, Base Highway Network: Yes (Inventory Route: 1, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 26.2m (86.0ft), Skew: 20 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.4m (11.2ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 26.2m (86.0ft) Condition: Channel: Satisfactory, Culverts: Very good, Operating Rating: 53.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present desirable 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: June 2007 Find on map >>
Structure Number: 53 2178L, Location: 07-LA-014-R60.7-PMDL (Lat: 34.595000, Lng: -118.133333), Route carried "on" structure: State highway 14, Year Built: 1972, Status: Open, Structure Length: 4.11m (13.48ft), Average Daily Traffic: 34,000 (year 2000), Truck Traffic: 7%, Average Future Daily Traffic: 93,406 (year 2029), Design Load: HS 20, Features Intersected: TECHNOLOGY DRIVE Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 60.700, Lanes on structure: 3, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 15.5m (50.9ft), Skew: 2 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 40.5m (132.9ft), Curb-To-Curb Width: 15.5m (50.9ft), Out-to-Out Width: 16.2m (53.1ft) Condition: Deck: Fair, Superstructure: Very good, Substructure: Good, Operating Rating: 53.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2007, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 53 2178R, Location: 07-LA-014-R60.7-PMDL (Lat: 34.595000, Lng: -118.133333), Route carried "on" structure: State highway 14, Year Built: 1972, Status: Open, Structure Length: 4.36m (14.30ft), Average Daily Traffic: 34,000 (year 2000), Truck Traffic: 7%, Average Future Daily Traffic: 93,406 (year 2029), Design Load: HS 20, Features Intersected: TECHNOLOGY DRIVE Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 60.700, Lanes on structure: 3, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 15.5m (50.9ft), Skew: 2 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 43.3m (142.1ft), Curb-To-Curb Width: 15.5m (50.9ft), Out-to-Out Width: 16.2m (53.1ft) Condition: Deck: Fair, Superstructure: Very good, Substructure: Good, Operating Rating: 53.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2007, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 53 2376L, Location: 07-LA-014-R61.37-PMDL (Lat: 34.601667, Lng: -118.141667), Route carried "on" structure: State highway 14, Year Built: 1972, Status: Open, Structure Length: 8.87m (29.10ft), Average Daily Traffic: 38,500 (year 2000), Truck Traffic: 8%, Average Future Daily Traffic: 48,120 (year 2029), Design Load: HS 20, Features Intersected: RANCHO VISTA BOULEVARD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 61.370, Lanes on structure: 3, Lanes under structure: 6, Owner: State Highway Agency, Approaching Roadway Width: 15.5m (50.9ft), Skew: 4 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 3, Length of Maximum Span: 47.9m (157.2ft), Curb-To-Curb Width: 15.5m (50.9ft), Out-to-Out Width: 16.2m (53.1ft) Condition: Deck: Satisfactory, Superstructure: Very good, Substructure: Good, Operating Rating: 53.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2007, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 53 2376R, Location: 07-LA-014-R61.37-PMDL (Lat: 34.601667, Lng: -118.141667), Route carried "on" structure: State highway 14, Year Built: 1972, Status: Open, Structure Length: 8.87m (29.10ft), Average Daily Traffic: 38,500 (year 2000), Truck Traffic: 8%, Average Future Daily Traffic: 48,120 (year 2029), Design Load: HS 20, Features Intersected: RANCHO VISTA BOULEVARD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 61.370, Lanes on structure: 3, Lanes under structure: 6, Owner: State Highway Agency, Approaching Roadway Width: 15.5m (50.9ft), Skew: 4 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 3, Length of Maximum Span: 47.9m (157.2ft), Curb-To-Curb Width: 15.5m (50.9ft), Out-to-Out Width: 16.2m (53.1ft) Condition: Deck: Satisfactory, Superstructure: Very good, Substructure: Good, Operating Rating: 53.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Underclear: Meets minimum limits, Approach Roadway Alignment: Superior to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2007, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 53 2377L, Location: 07-LA-014-R61.53-PMDL (Lat: 34.603333, Lng: -118.143333), Route carried "on" structure: State highway 14, Year Built: 1972, Status: Open, Structure Length: 4.72m (15.49ft), Average Daily Traffic: 38,500 (year 2000), Truck Traffic: 8%, Average Future Daily Traffic: 48,120 (year 2029), Design Load: HS 20, Features Intersected: S AMARGOSA CREEK Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 61.530, Lanes on structure: 3, 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: 46.9m (153.9ft), Curb-To-Curb Width: 15.5m (50.9ft), Out-to-Out Width: 16.2m (53.1ft) Condition: Deck: Fair, Superstructure: Very good, Substructure: Good, Channel: Very good, Operating Rating: 53.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2007, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 53 2377R, Location: 07-LA-014-R61.53-PMDL (Lat: 34.603333, Lng: -118.143333), Route carried "on" structure: State highway 14, Year Built: 1972, Status: Open, Structure Length: 4.72m (15.49ft), Average Daily Traffic: 38,500 (year 2000), Truck Traffic: 8%, Average Future Daily Traffic: 48,120 (year 2029), Design Load: HS 20, Features Intersected: S AMARGOSA CREEK Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 61.530, Lanes on structure: 3, 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: 46.9m (153.9ft), Curb-To-Curb Width: 15.5m (50.9ft), Out-to-Out Width: 16.2m (53.1ft) Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Channel: Very good, Operating Rating: 53.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2007, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 53 2378L, Location: 07-LA-014-R61.77-PMDL (Lat: 34.605000, Lng: -118.145000), Route carried "on" structure: State highway 14, Year Built: 1972, Status: Open, Structure Length: 6.04m (19.82ft), Average Daily Traffic: 38,500 (year 2000), Truck Traffic: 8%, Average Future Daily Traffic: 48,120 (year 2029), Design Load: HS 20, Features Intersected: 10TH STREET WEST Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 61.770, Lanes on structure: 3, Lanes under structure: 6, Owner: State Highway Agency, Approaching Roadway Width: 15.5m (50.9ft), Skew: 4 degrees, Material/Design: Concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 2, Length of Maximum Span: 29.9m (98.1ft), Curb-To-Curb Width: 15.5m (50.9ft), Out-to-Out Width: 16.2m (53.1ft) Condition: Deck: Poor, Superstructure: Good, Substructure: Good, Operating Rating: 95.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 58.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2007, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 53 2378R, Location: 07-LA-014-R61.77-PMDL (Lat: 34.605000, Lng: -118.145000), Route carried "on" structure: State highway 14, Year Built: 1972, Status: Open, Structure Length: 6.04m (19.82ft), Average Daily Traffic: 38,500 (year 2000), Truck Traffic: 8%, Average Future Daily Traffic: 48,120 (year 2029), Design Load: HS 20, Features Intersected: 10TH STREET WEST Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 61.770, Lanes on structure: 4, Lanes under structure: 6, Owner: State Highway Agency, Approaching Roadway Width: 20.7m (67.9ft), Skew: 4 degrees, Material/Design: Concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 2, Length of Maximum Span: 29.9m (98.1ft), Curb-To-Curb Width: 20.1m (65.9ft), Out-to-Out Width: 20.7m (67.9ft) Condition: Deck: Poor, Superstructure: Good, Substructure: Good, Operating Rating: 85.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 51.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2007, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 53 2379L, Location: 07-LA-014-R62.12-PMDL (Lat: 34.608333, Lng: -118.148333), Route carried "on" structure: State highway 14, Year Built: 1972, Status: Open, Structure Length: 4.63m (15.19ft), Average Daily Traffic: 38,500 (year 2000), Truck Traffic: 10%, Average Future Daily Traffic: 48,120 (year 2029), Design Load: HS 20, Features Intersected: AVENUE "O-8" Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 62.120, Lanes on structure: 3, Lanes under structure: 3, Owner: State Highway Agency, Approaching Roadway Width: 15.5m (50.9ft), 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: 45.7m (149.9ft), Curb-To-Curb Width: 15.5m (50.9ft), Out-to-Out Width: 16.2m (53.1ft) Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Operating Rating: 53.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2007, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 53 2379R, Location: 07-LA-014-R62.12-PMDL (Lat: 34.608333, Lng: -118.148333), Route carried "on" structure: State highway 14, Year Built: 1972, Status: Open, Structure Length: 4.45m (14.60ft), Average Daily Traffic: 38,500 (year 2000), Truck Traffic: 10%, Average Future Daily Traffic: 48,120 (year 2029), Design Load: HS 20, Features Intersected: AVENUE "O-8" Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 62.120, Lanes on structure: 3, Lanes under structure: 3, Owner: State Highway Agency, Approaching Roadway Width: 15.5m (50.9ft), 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: 43.9m (144.0ft), Curb-To-Curb Width: 15.5m (50.9ft), Out-to-Out Width: 16.2m (53.1ft) Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Operating Rating: 53.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2007, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 53 2603, Location: 07-LA-014-R60.6-PMDL (Lat: 34.591667, Lng: -118.131667), Route carried "on" structure: State highway 14, Year Built: 1970, Status: Open, Structure Length: 1.65m (5.41ft), Average Daily Traffic: 68,000 (year 2000), Truck Traffic: 7%, Average Future Daily Traffic: 185,573 (year 2027), Design Load: HS 20, Features Intersected: AVENUE "P-8" DRAIN Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 60.600, Lanes on structure: 6, Owner: State Highway Agency, Approaching Roadway Width: 42.1m (138.1ft), Skew: 1 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 6, Length of Maximum Span: 2.4m (7.9ft), Curb-To-Curb Width: 42.1m (138.1ft) Condition: Channel: Very good, Culverts: Very good, Operating Rating: 53.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present desirable 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: August 2005 Find on map >>
Structure Number: 53 2604, Location: 07-LA-014-R61-PMDL (Lat: 34.596667, Lng: -118.136667), Route carried "on" structure: State highway 14, Year Built: 1970, Status: Open, Structure Length: 0.91m (2.99ft), Average Daily Traffic: 77,000 (year 2000), Truck Traffic: 8%, Average Future Daily Traffic: 95,601 (year 2027), Design Load: HS 20, Features Intersected: AVENUE P DRAIN Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 61.000, Lanes on structure: 6, Owner: State Highway Agency, Approaching Roadway Width: 31.1m (102.0ft), Skew: 2 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 2.4m (7.9ft), Curb-To-Curb Width: 31.1m (102.0ft) Condition: Channel: Very good, Culverts: Very good, Operating Rating: 53.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present desirable 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: November 2005 Find on map >>
Structure Number: 53 2605, Location: 07-LA-014-R61.9-PMDL (Lat: 34.605000, Lng: -118.146667), Route carried "on" structure: State highway 14, Year Built: 1970, Status: Open, Structure Length: 1.10m (3.61ft), Average Daily Traffic: 77,000 (year 2000), Truck Traffic: 8%, Average Future Daily Traffic: 95,601 (year 2027), Design Load: HS 20, Features Intersected: 10TH STREET DRAIN Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 61.900, Lanes on structure: 6, Owner: State Highway Agency, Approaching Roadway Width: 31.1m (102.0ft), Skew: 1 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 4, Length of Maximum Span: 2.4m (7.9ft), Curb-To-Curb Width: 31.1m (102.0ft) Condition: Channel: Very good, Culverts: Very good, Operating Rating: 53.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present desirable 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: November 2005 Find on map >>
Structure Number: 53C0808, Location: 1 MI E SIERRA HWY (Lat: 34.558333, Lng: -118.091667), Route carried "on" structure: City street Q008, Year Built: 1967, Status: Open, Structure Length: 10.27m (33.69ft), Average Daily Traffic: 28,000 (year 2002), Truck Traffic: 2%, Average Future Daily Traffic: 34,278 (year 2028), Design Load: HS 20, Features Intersected: SPTCO, Facility Carried by Structure: AVENUE S Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 6 degrees, Material/Design: Concrete continuous, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 6, Length of Maximum Span: 18.3m (60.0ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 1.5m (4.9ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 12.1m (39.7ft) Condition: Deck: Serious, Superstructure: Satisfactory, Substructure: Good, Operating Rating: 57.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 34.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to 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: July 2006, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 53C0812, Location: 3MI N OF ELIZ LK RD (Lat: 34.623333, Lng: -118.236667), Route carried "on" structure: City street W490, Year Built: 1968, Status: Open, Structure Length: 4.79m (15.72ft), Average Daily Traffic: 3,000 (year 2002), Truck Traffic: 2%, Average Future Daily Traffic: 3,673 (year 2028), Design Load: HS 20, Features Intersected: CALIFORNIA AQUEDUCT, Facility Carried by Structure: GODDE HILL RD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Skew: 5 degrees, Material/Design: Concrete continuous, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 21.9m (71.9ft), Curb or Sidewalk Widths: Left: 1.4m (4.6ft), Right: 1.4m (4.6ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 11.9m (39.0ft) Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Good, Channel: Excellent, Operating Rating: 69.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 42.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: June 2006, Underwater Inspection Date: April 2008, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 53C15, Location: 0.5 MI E PEARBLOSSOM HWY (Lat: 34.531667, Lng: -118.063333), Route carried "on" structure: City street , Year Built: 1968, Status: Open, Structure Length: 5.03m (16.50ft), Average Daily Traffic: 1,000 (year 1995), Truck Traffic: 2%, Average Future Daily Traffic: 1,253 (year 2028), Design Load: HS 20, Features Intersected: CALIFORNIA AQUEDUCT, Facility Carried by Structure: BARREL SPRINGS RD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 4 degrees, Material/Design: Concrete continuous, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 25.0m (82.0ft), Curb or Sidewalk Widths: Left: 1.4m (4.6ft), Right: 1.4m (4.6ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 11.9m (39.0ft) Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Satisfactory, Channel: Excellent, Operating Rating: 58.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 35.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: July 2006, Underwater Inspection Date: April 2008, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 53C1695, Location: 0.2 MI S/O AVE N (Lat: 34.631667, Lng: -118.253333), Route carried "on" structure: City street , Year Built: 1975, Status: Open, Structure Length: 2.90m (9.51ft), Average Daily Traffic: 1,100 (year 2002), Truck Traffic: 2%, Average Future Daily Traffic: 1,327 (year 2028), Design Load: HS 20, Features Intersected: CALIFORNIA AQUEDUCT, Facility Carried by Structure: 70TH ST WEST Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 28.3m (92.8ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 12.2m (40.0ft) Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Channel: Excellent, Operating Rating: 57.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 34.3 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: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: June 2006, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 53C1817, Location: 0.1 MI S/O RNCHO VSTA BL (Lat: 34.681667, Lng: -118.168333), Route carried "on" structure: City street Q002, Year Built: 1991, Status: Open, Structure Length: 1.44m (4.72ft), Average Daily Traffic: 25,200 (year 2002), Truck Traffic: 4%, Average Future Daily Traffic: 33,461 (year 2028), Design Load: HS 20, Features Intersected: AMARGOSA CREEK, Facility Carried by Structure: 10TH STREET WEST Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 6, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 25.6m (84.0ft), Skew: 4 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 4.8m (15.7ft), Curb-To-Curb Width: 25.6m (84.0ft), Out-to-Out Width: 32.0m (105.0ft) Condition: Channel: Good, Culverts: Very good, Operating Rating: 53.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: July 2006 Find on map >>
Structure Number: 53C2016, Location: 7.7KM E/O BOUQUET CN RD (Lat: 34.586667, Lng: -118.195000), Route carried "on" structure: City street Q011, Year Built: 1997, Status: Open, Structure Length: 1.48m (4.86ft), Average Daily Traffic: 4,300 (year 2002), Truck Traffic: 2%, Average Future Daily Traffic: 5,304 (year 2028), Features Intersected: AMARGOSA CREEK, Facility Carried by Structure: ELIZABETH LAKE Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 4, Length of Maximum Span: 3.0m (9.8ft) Condition: Channel: Good, Culverts: Very good, Operating Rating: 54.0 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: Equal to present desirable criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: July 2006 Find on map >>
Structure Number: 53C2041, Location: 250 FT N/O ELIZ. LAKE RD (Lat: 34.586667, Lng: -118.173333), Route carried "on" structure: City street Q042, Year Built: 2000, Status: Open, Structure Length: 1.84m (6.04ft), Average Daily Traffic: 13,500 (year 2006), Truck Traffic: 2%, Average Future Daily Traffic: 16,200 (year 2026), Design Load: HS 20, Features Intersected: AMARGOSA CREEK, Facility Carried by Structure: 25TH STREET WEST Minimum Vertical Clearance: 0.00m, Kilometerpoint: 0.000, Lanes on structure: 5, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 25.6m (84.0ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 17.5m (57.4ft), Curb or Sidewalk Widths: Left: 2.4m (7.9ft), Right: 2.4m (7.9ft), Curb-To-Curb Width: 25.6m (84.0ft), Out-to-Out Width: 31.1m (102.0ft) Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Channel: Very good, Operating Rating: 54.0 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: 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: August 2006, Deck Structure Type: Concrete Cast-file-Place Find on map >>
Structure Number: 53 1419, Location: 07-LA-014-R59.78-PMDL (Lat: 34.581667, Lng: -118.131667), Route carried "under" structure: State highway 138, Year Built: 1966, Structure Length: 5.76m (18.90ft), Average Daily Traffic: 30,500 (year 2000), Truck Traffic: 8%, Features Intersected: STATE RTE 138, Facility Carried by Structure: STATE RTE 14 Minimum Vertical Clearance: 4.54m (14.90ft), Kilometerpoint: 4.342, Lanes on structure: 8, Lanes under structure: 5, Material/Design: Concrete continuous, Design/Construction: Tee Beam, Length of Maximum Span: 18.3m (60.0ft) Find on map >>
Structure Number: 53 144, Location: 07-LA-014-R59.11-PMDL (Lat: 34.573333, Lng: -118.131667), Route carried "under" structure: City street , Year Built: 1966, Structure Length: 9.56m (31.36ft), Average Daily Traffic: 2,800 (year 1992), Truck Traffic: 1%, Features Intersected: ANAVERDE CREEK, Facility Carried by Structure: STATE ROUTE 14 Minimum Vertical Clearance: 4.97m (16.31ft), Kilometerpoint: 0.000, Lanes on structure: 3, Lanes under structure: 2, Material/Design: Concrete continuous, Design/Construction: Tee Beam, Length of Maximum Span: 15.6m (51.2ft) Find on map >>
Structure Number: 53 1738, Location: 07-LA-014-R60.19-PMDL (Lat: 34.586667, Lng: -118.131667), Route carried "under" structure: City street Q011, Year Built: 1966, Structure Length: 3.81m (12.50ft), Average Daily Traffic: 2,100 (year 1998), Truck Traffic: 2%, Features Intersected: AVENUE Q, Facility Carried by Structure: STATE ROUTE 14 Minimum Vertical Clearance: 4.54m (14.90ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Concrete continuous, Design/Construction: Tee Beam, Length of Maximum Span: 20.7m (67.9ft) Find on map >>
Structure Number: 53 2178L, Location: 07-LA-014-R60.7-PMDL (Lat: 34.595000, Lng: -118.133333), Route carried "under" structure: City street Q012, Year Built: 1972, Structure Length: 4.11m (13.48ft), Average Daily Traffic: 3,500 (year 1998), Truck Traffic: 2%, Features Intersected: TECHNOLOGY DRIVE, Facility Carried by Structure: STATE ROUTE 14 Minimum Vertical Clearance: 5.08m (16.67ft), Kilometerpoint: 0.000, Lanes on structure: 3, Lanes under structure: 4, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Length of Maximum Span: 40.5m (132.9ft) Find on map >>
Structure Number: 53 2178R, Location: 07-LA-014-R60.7-PMDL (Lat: 34.595000, Lng: -118.133333), Route carried "under" structure: City street Q012, Year Built: 1972, Structure Length: 4.36m (14.30ft), Average Daily Traffic: 3,500 (year 1998), Truck Traffic: 2%, Features Intersected: TECHNOLOGY DRIVE, Facility Carried by Structure: STATE ROUTE 14 Minimum Vertical Clearance: 5.08m (16.67ft), Kilometerpoint: 0.000, Lanes on structure: 3, Lanes under structure: 4, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Length of Maximum Span: 43.3m (142.1ft) Find on map >>
Structure Number: 53 2376L, Location: 07-LA-014-R61.37-PMDL (Lat: 34.601667, Lng: -118.141667), Route carried "under" structure: City street Q014, Year Built: 1972, Structure Length: 8.87m (29.10ft), Average Daily Traffic: 9,800 (year 1998), Truck Traffic: 2%, Features Intersected: RANCHO VISTA BOULEVARD, Facility Carried by Structure: ROUTE 14 SB Minimum Vertical Clearance: 0.52m (1.71ft), Kilometerpoint: 0.000, Lanes on structure: 3, Lanes under structure: 6, Material/Design: Prestressed concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Length of Maximum Span: 47.9m (157.2ft) Find on map >>
Structure Number: 53 2376R, Location: 07-LA-014-R61.37-PMDL (Lat: 34.601667, Lng: -118.141667), Route carried "under" structure: City street Q014, Year Built: 1972, Structure Length: 8.87m (29.10ft), Average Daily Traffic: 9,800 (year 1998), Truck Traffic: 2%, Features Intersected: RANCHO VISTA BOULEVARD, Facility Carried by Structure: ROUTE 14 NB Minimum Vertical Clearance: 0.52m (1.71ft), Kilometerpoint: 0.000, Lanes on structure: 3, Lanes under structure: 6, Material/Design: Prestressed concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Length of Maximum Span: 47.9m (157.2ft) Find on map >>
Structure Number: 53 2378L, Location: 07-LA-014-R61.77-PMDL (Lat: 34.605000, Lng: -118.145000), Route carried "under" structure: City street Q002, Year Built: 1972, Structure Length: 6.04m (19.82ft), Average Daily Traffic: 8,400 (year 1998), Truck Traffic: 2%, Features Intersected: 10TH STREET WEST, Facility Carried by Structure: STATE ROUTE 14 Minimum Vertical Clearance: 4.92m (16.14ft), Kilometerpoint: 0.000, Lanes on structure: 3, Lanes under structure: 6, Material/Design: Concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Length of Maximum Span: 29.9m (98.1ft) Find on map >>
Structure Number: 53 2378R, Location: 07-LA-014-R61.77-PMDL (Lat: 34.605000, Lng: -118.145000), Route carried "under" structure: City street Q002, Year Built: 1972, Structure Length: 6.04m (19.82ft), Average Daily Traffic: 8,400 (year 1998), Truck Traffic: 2%, Features Intersected: 10TH STREET WEST, Facility Carried by Structure: STATE ROUTE 14 Minimum Vertical Clearance: 5.13m (16.83ft), Kilometerpoint: 0.000, Lanes on structure: 4, Lanes under structure: 6, Material/Design: Concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Length of Maximum Span: 29.9m (98.1ft) Find on map >>
Structure Number: 53 2379L, Location: 07-LA-014-R62.12-PMDL (Lat: 34.608333, Lng: -118.148333), Route carried "under" structure: City street , Year Built: 1972, Structure Length: 4.63m (15.19ft), Average Daily Traffic: 700 (year 1992), Truck Traffic: 1%, Features Intersected: AVENUE "O-8", Facility Carried by Structure: STATE ROUTE 14 Minimum Vertical Clearance: 5.02m (16.47ft), Kilometerpoint: 0.000, Lanes on structure: 3, Lanes under structure: 3, Toll: On toll road, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Length of Maximum Span: 45.7m (149.9ft) Find on map >>
Structure Number: 53 2379R, Location: 07-LA-014-R62.12-PMDL (Lat: 34.608333, Lng: -118.148333), Route carried "under" structure: City street , Year Built: 1972, Structure Length: 4.45m (14.60ft), Average Daily Traffic: 700 (year 1992), Truck Traffic: 1%, Features Intersected: AVENUE "O-8", Facility Carried by Structure: STATE ROUTE 14 Minimum Vertical Clearance: 4.59m (15.06ft), Kilometerpoint: 0.000, Lanes on structure: 3, Lanes under structure: 3, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Length of Maximum Span: 43.9m (144.0ft) Find on map >>
Structure Number: 53C0324, Location: 1 MI S PALMDALE BLVD (Lat: 34.551667, Lng: -118.113333), Route carried "under" structure: City street L639, Year Built: 1967, Structure Length: 5.36m (17.59ft), Average Daily Traffic: 9,200 (year 2002), Truck Traffic: 3%, Features Intersected: SIERRA HWY, Facility Carried by Structure: SP/UP RR Minimum Vertical Clearance: 4.52m (14.83ft), Kilometerpoint: 0.000, Material/Design: Prestressed concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Length of Maximum Span: 17.7m (58.1ft) Find on map >>
Structure Number: 53C081, Location: 0.3 MI S/O AVENUE S (Lat: 34.553333, Lng: -118.083333), Route carried "under" structure: City street Q026, Year Built: 1967, Structure Length: 4.88m (16.01ft), Average Daily Traffic: 20,800 (year 2001), Truck Traffic: 2%, Features Intersected: 25TH ST EAST, Facility Carried by Structure: SPTC RR Minimum Vertical Clearance: 4.57m (14.99ft), Kilometerpoint: 0.000, Lanes under structure: 4, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Length of Maximum Span: 14.9m (48.9ft) Discuss this city on our hugely popular California forum Back to: Palmdale, CA, California, All US cities.
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