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Bridge Statistics for West Covina, California (CA) - Condition, Traffic, Stress, Structural Evaluation, Project CostsBack to: West Covina, CA, California, California forum, All US cities. National Bridge Inventory (NBI) Statistics Number of bridges: 48 Total length: 152 meters (499ft) Total costs: $4,690,000 Total average daily traffic: 3,576,040 Total average daily truck traffic: 182,545 National Bridge Inventory (NBI) Registered Bridges for West Covina
Bridge Condition - Deck Bridge Condition - Superstructure Bridge Condition - Channel Find on map >>
Structure Number: 53 0104M, Location: 07-LA-010-37.61-WCOV (Lat: 34.071667, Lng: -117.885000), Route carried "on" structure: Interstate 10, Year Built: 1934, Year Reconstructed: 1975, Status: Open, Structure Length: 0.85m (2.79ft), Average Daily Traffic: 209,000 (year 2000), Truck Traffic: 6%, Average Future Daily Traffic: 292,532 (year 2029), Design Load: HS 20, Features Intersected: CHARTER OAK WASH Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 37.610, Lanes on structure: 10, Base Highway Network: Yes (, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 46.3m (151.9ft), Skew: 30 degrees, Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.6m (24.9ft), Curb-To-Curb Width: 57.6m (189.0ft), Out-to-Out Width: 78.3m (256.9ft) Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Very good, Operating Rating: 49.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 29.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2007 Find on map >>
Structure Number: 53 0105, Location: 07-LA-010-38.32-WCOV (Lat: 34.071667, Lng: -117.873333), Route carried "on" structure: Interstate 10, Year Built: 1932, Year Reconstructed: 1975, Status: Open, Structure Length: 1.34m (4.40ft), Average Daily Traffic: 209,000 (year 2000), Truck Traffic: 6%, Average Future Daily Traffic: 292,532 (year 2029), Design Load: HS 20, Features Intersected: WALNUT CREEK CHANNEL Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 38.320, Lanes on structure: 13, Base Highway Network: Yes (, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 50.3m (165.0ft), Skew: 33 degrees, Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 12.5m (41.0ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 0.0m, Curb-To-Curb Width: 62.5m (205.1ft), Out-to-Out Width: 80.8m (265.1ft) Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Very good, Operating Rating: 73.4 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, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: April 2007 Find on map >>
Structure Number: 53 0667, Location: 07-LA-010-34.28-WCOV (Lat: 34.071667, Lng: -117.945000), Route carried "on" structure: Interstate 10, Year Built: 1956, Year Reconstructed: 1975, Status: Open, Structure Length: 2.19m (7.19ft), Average Daily Traffic: 216,600 (year 1997), Truck Traffic: 6%, Average Future Daily Traffic: 255,771 (year 2029), Design Load: HS 20, Features Intersected: CAMERON AVE Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 34.280, Lanes on structure: 10, Lanes under structure: 4, Base Highway Network: Yes (, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 53.6m (175.9ft), Skew: 31 degrees, Material/Design: Concrete, Design/Construction: Frame, Number Of Spans In Main Unit: 1, Length of Maximum Span: 20.4m (66.9ft), Curb-To-Curb Width: 52.7m (172.9ft), Out-to-Out Width: 53.9m (176.8ft) Condition: Deck: Fair, Superstructure: Very good, Substructure: Good, Operating Rating: 99.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 63.5 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: Meets minimum limits, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2007, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 53 0668, Location: 07-LA-010-34.85-WCOV (Lat: 34.073333, Lng: -117.935000), Route carried "on" structure: Interstate 10, Year Built: 1956, Year Reconstructed: 1975, Status: Open, Structure Length: 2.19m (7.19ft), Average Daily Traffic: 216,600 (year 1997), Truck Traffic: 6%, Average Future Daily Traffic: 255,771 (year 2029), Design Load: HS 20, Features Intersected: SUNSET AVE Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 34.850, Lanes on structure: 15, Lanes under structure: 4, Base Highway Network: Yes (, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 47.5m (155.8ft), Skew: 21 degrees, Material/Design: Concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 20.4m (66.9ft), Curb or Sidewalk Widths: Left: 2.1m (6.9ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 76.5m (251.0ft), Out-to-Out Width: 86.6m (284.1ft) Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Operating Rating: 63.5 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: Superior to present desirable criteria, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: April 2007, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 53 0669, Location: 07-LA-010-36.48-WCOV (Lat: 34.071667, Lng: -117.906667), Route carried "on" structure: Interstate 10, Year Built: 1975, Status: Open, Structure Length: 4.91m (16.11ft), Average Daily Traffic: 209,000 (year 2000), Truck Traffic: 6%, Average Future Daily Traffic: 292,532 (year 2029), Design Load: HS 20, Features Intersected: SR 39 (AZUSA AVE) Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 36.480, Lanes on structure: 10, Lanes under structure: 8, Base Highway Network: Yes (, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 19.8m (65.0ft), 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: 24.4m (80.1ft), Curb-To-Curb Width: 49.7m (163.1ft), Out-to-Out Width: 50.9m (167.0ft) Condition: Deck: Satisfactory, Superstructure: Very good, Substructure: Good, Operating Rating: 78.0 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, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2007, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 53 067, Location: 07-LA-010-37.48-WCOV (Lat: 34.071667, Lng: -117.890000), Route carried "on" structure: Interstate 10, Year Built: 1971, Year Reconstructed: 1975, Status: Open, Structure Length: 4.91m (16.11ft), Average Daily Traffic: 191,500 (year 1997), Truck Traffic: 6%, Average Future Daily Traffic: 255,771 (year 2029), Design Load: HS 20, Features Intersected: CITRUS STREET Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 37.480, Lanes on structure: 12, Lanes under structure: 7, Base Highway Network: Yes (, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 56.7m (186.0ft), Skew: 30 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 2, Length of Maximum Span: 24.4m (80.1ft), Curb-To-Curb Width: 56.9m (186.7ft), Out-to-Out Width: 58.4m (191.6ft) Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Operating Rating: 76.1 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, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: April 2007, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 53 0671, Location: 07-LA-010-38.97-WCOV (Lat: 34.068333, Lng: -117.861667), Route carried "on" structure: Interstate 10, Year Built: 1975, Status: Open, Structure Length: 6.19m (20.31ft), Average Daily Traffic: 209,000 (year 2000), Truck Traffic: 6%, Average Future Daily Traffic: 292,532 (year 2029), Design Load: HS 20, Features Intersected: HOLT AVE Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 38.970, Lanes on structure: 11, Lanes under structure: 4, Base Highway Network: Yes (, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 52.7m (172.9ft), Skew: 33 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 2, Length of Maximum Span: 31.7m (104.0ft), Curb-To-Curb Width: 52.8m (173.2ft), Out-to-Out Width: 54.0m (177.2ft) 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: 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: May 2007, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 53 1043, Location: 07-LA-010-35.4-WCOV (Lat: 34.071667, Lng: -117.925000), Route carried "on" structure: Interstate 10, Year Built: 1956, Year Reconstructed: 1975, Status: Open, Structure Length: 3.60m (11.81ft), Average Daily Traffic: 213,200 (year 1997), Truck Traffic: 6%, Average Future Daily Traffic: 255,771 (year 2029), Design Load: HS 20, Features Intersected: VINCENT AVE Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 35.400, Lanes on structure: 11, Lanes under structure: 7, Base Highway Network: Yes (, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 57.3m (188.0ft), Skew: 30 degrees, Material/Design: Concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 2, Length of Maximum Span: 19.5m (64.0ft), Curb-To-Curb Width: 60.8m (199.5ft), Out-to-Out Width: 62.0m (203.4ft) Condition: Deck: Fair, Superstructure: Good, Substructure: Good, Operating Rating: 82.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 49.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2007, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 53 1299M, Location: 07-LA-010-33.91-WCOV (Lat: 34.071667, Lng: -117.951667), Route carried "on" structure: Interstate 10, Year Built: 1956, Status: Open, Structure Length: 2.04m (6.69ft), Average Daily Traffic: 204,000 (year 1998), Truck Traffic: 2%, Average Future Daily Traffic: 1 (year 2029), Design Load: HS 20, Features Intersected: WILLOW AVE STORM DRAIN Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 33.910, Lanes on structure: 10, Base Highway Network: Yes (, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 46.9m (153.9ft), Skew: 24 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 8, Length of Maximum Span: 2.4m (7.9ft), Curb-To-Curb Width: 46.9m (153.9ft) Condition: Channel: Very good, Culverts: Very good, Operating Rating: 53.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.4 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: Superior to present desirable criteria, Inspection Date: April 2007 Find on map >>
Structure Number: 53 1303, Location: 07-LA-010-38.01-WCOV (Lat: 34.071667, Lng: -117.881667), Route carried "on" structure: City street L380, Year Built: 1975, Status: Open, Structure Length: 7.92m (25.98ft), Average Daily Traffic: 33,700 (year 1998), Truck Traffic: 4%, Average Future Daily Traffic: 35,621 (year 2029), Design Load: HS 20, Features Intersected: ROUTE 10, Facility Carried by Structure: BARRANCA ST Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 8, Lanes under structure: 10, Owner: State Highway Agency, Approaching Roadway Width: 28.0m (91.9ft), Skew: 30 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 2, Length of Maximum Span: 44.2m (145.0ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 28.0m (91.9ft), Out-to-Out Width: 32.9m (107.9ft) Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Operating Rating: 82.5 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: High priority of replacement, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 7.92m (25.98ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2007, Bridge Improvement Cost: $3,127,000, Roadway Improvement Cost: $313,000, Total Project Cost: $4,690,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 53 1351M, Location: 07-LA-010-34-WCOV (Lat: 34.071667, Lng: -117.950000), Route carried "on" structure: Interstate 10, Year Built: 1956, Status: Open, Structure Length: 0.73m (2.40ft), Average Daily Traffic: 113,000 (year 1998), Truck Traffic: 2%, Average Future Daily Traffic: 1 (year 2029), Design Load: HS 20, Features Intersected: MEEKER AVE STORM DRAIN Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 34.000, Lanes on structure: 10, Base Highway Network: Yes (, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 23.2m (76.1ft), Skew: 22 degrees, 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: 23.2m (76.1ft) Condition: Culverts: 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: Equal to present desirable criteria, Deck Geometry: High priority of replacement, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: April 2007 Find on map >>
Structure Number: 53 1352M, Location: 07-LA-010-35.81-WCOV (Lat: 34.071667, Lng: -117.918333), Route carried "on" structure: Interstate 10, Year Built: 1956, Year Reconstructed: 1975, Status: Open, Structure Length: 0.88m (2.89ft), Average Daily Traffic: 109,000 (year 1998), Truck Traffic: 2%, Average Future Daily Traffic: 1 (year 2029), Design Load: HS 20, Features Intersected: GLENDORA STORM DRAIN Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 35.810, Lanes on structure: 10, Base Highway Network: Yes (, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 47.5m (155.8ft), Skew: 34 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 4, Length of Maximum Span: 1.5m (4.9ft), Curb-To-Curb Width: 47.5m (155.8ft) Condition: Channel: Very good, Culverts: Very good, Operating Rating: 53.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.4 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: April 2007 Find on map >>
Structure Number: 53 1528, Location: 07-LA-010-38.51-WCOV (Lat: 34.071667, Lng: -117.871667), Route carried "on" structure: Interstate 10, Year Built: 1961, Year Reconstructed: 1975, Status: Open, Structure Length: 2.41m (7.91ft), Average Daily Traffic: 209,000 (year 2000), Truck Traffic: 6%, Average Future Daily Traffic: 292,532 (year 2029), Design Load: HS 20, Features Intersected: GRAND AVE Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 38.510, Lanes on structure: 13, Lanes under structure: 4, Base Highway Network: Yes (, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 61.6m (202.1ft), Skew: 30 degrees, Material/Design: Concrete continuous, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 11.9m (39.0ft), Curb or Sidewalk Widths: Left: 1.8m (5.9ft), Right: 0.0m, Curb-To-Curb Width: 64.3m (211.0ft), Out-to-Out Width: 77.6m (254.6ft) Condition: Deck: Fair, 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: Superior to present desirable criteria, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2007, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 53 227, Location: 07-LA-010-35.97-WCOV (Lat: 34.071667, Lng: -117.915000), Route carried "on" structure: Interstate 10, Year Built: 1975, Status: Open, Structure Length: 4.45m (14.60ft), Average Daily Traffic: 209,000 (year 2000), Truck Traffic: 6%, Average Future Daily Traffic: 292,532 (year 2029), Design Load: HS 20+Mod, Features Intersected: LARK ELLEN AVE Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 35.970, Lanes on structure: 10, Lanes under structure: 4, Base Highway Network: Yes (, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 46.9m (153.9ft), Skew: 30 degrees, Material/Design: Concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 3, Length of Maximum Span: 25.6m (84.0ft), Curb-To-Curb Width: 46.9m (153.9ft), Out-to-Out Width: 48.2m (158.1ft) Condition: Deck: Fair, Superstructure: Good, Substructure: Good, Operating Rating: 99.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 65.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2007, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 53 2271, Location: 07-LA-010-36.98-WCOV (Lat: 34.071667, Lng: -117.898333), Route carried "on" structure: Interstate 10, Year Built: 1975, Status: Open, Structure Length: 4.45m (14.60ft), Average Daily Traffic: 209,000 (year 2000), Truck Traffic: 6%, Average Future Daily Traffic: 292,532 (year 2029), Design Load: HS 20, Features Intersected: HOLLENBECK STREET Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 36.980, Lanes on structure: 10, Lanes under structure: 4, Base Highway Network: Yes (, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 46.9m (153.9ft), Skew: 30 degrees, Material/Design: Concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 3, Length of Maximum Span: 25.6m (84.0ft), Curb-To-Curb Width: 46.9m (153.9ft), Out-to-Out Width: 48.2m (158.1ft) Condition: Deck: Fair, Superstructure: Good, Substructure: Good, Operating Rating: 99.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 66.2 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, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2007, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 53 2372, Location: 07-LA-010-34.46-WCOV (Lat: 34.071667, Lng: -117.941667), Route carried "on" structure: Interstate 10, Year Built: 1975, Status: Open, Structure Length: 6.61m (21.69ft), Average Daily Traffic: 216,600 (year 1997), Truck Traffic: 6%, Average Future Daily Traffic: 255,771 (year 2029), Design Load: HS 20+Mod, Features Intersected: W COVINA PARKWAY Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 34.460, Lanes on structure: 10, Lanes under structure: 4, Base Highway Network: Yes (, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 52.1m (170.9ft), Skew: 34 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 2, Length of Maximum Span: 33.2m (108.9ft), Curb-To-Curb Width: 51.6m (169.3ft), Out-to-Out Width: 52.8m (173.2ft) Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Operating Rating: 82.5 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: Superior to present desirable criteria, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2007, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 53 2374K, Location: 07-LA-010-38.4-WCOV (Lat: 34.071667, Lng: -117.871667), Route carried "on" structure: Bypass Interstate 10, Year Built: 1975, Status: Open, Structure Length: 3.51m (11.52ft), Average Daily Traffic: 11,800 (year 1998), Truck Traffic: 2%, Average Future Daily Traffic: 12,572 (year 2029), Design Load: HS 20, Features Intersected: N GARVEY AVENUE Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 38.400, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes (, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 34.7m (113.8ft), Curb-To-Curb Width: 9.8m (32.2ft), Out-to-Out Width: 10.4m (34.1ft) Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Operating Rating: 84.3 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: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2007, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 53 2375K, Location: 07-LA-010-38.41-WCOV (Lat: 34.071667, Lng: -117.871667), Route carried "on" structure: Bypass Interstate 10, Year Built: 1975, Status: Open, Structure Length: 5.30m (17.39ft), Average Daily Traffic: 3,800 (year 1998), Truck Traffic: 2%, Average Future Daily Traffic: 4,191 (year 2029), Design Load: HS 20, Features Intersected: N GARVEY AVENUE Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 38.410, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes (, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Skew: 9 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 2, Length of Maximum Span: 29.6m (97.1ft), Curb-To-Curb Width: 9.8m (32.2ft), Out-to-Out Width: 10.4m (34.1ft) Condition: Deck: Satisfactory, Superstructure: Very good, Substructure: Good, Operating Rating: 99.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 59.8 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: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: April 2007, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 53C0033, Location: 1/4 MI S SAN BRNDNO FRWY (Lat: 34.066667, Lng: -117.925000), Route carried "on" structure: City street Q911, Year Built: 1961, Year Reconstructed: 1964, Status: Open, Structure Length: 1.62m (5.31ft), Average Daily Traffic: 9,165 (year 2005), Truck Traffic: 1%, Average Future Daily Traffic: 10,998 (year 2025), Design Load: HS 20, Features Intersected: WALNUT CREEK, Facility Carried by Structure: GLENDORA/W COVINA Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 10, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 40.8m (133.9ft), 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: 15.2m (49.9ft), Curb or Sidewalk Widths: Left: 1.4m (4.6ft), Right: 2.8m (9.2ft), Curb-To-Curb Width: 40.9m (134.2ft), Out-to-Out Width: 49.2m (161.4ft) Condition: Deck: Good, Superstructure: Very good, Substructure: Good, 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: 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 24 months, Inspection Date: November 2007, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 53C0128, Location: 1/8MI E OF CITRUS ST (Lat: 34.071667, Lng: -117.885000), Route carried "on" structure: City street Q940, Year Built: 1956, Year Reconstructed: 1972, Status: Open, Structure Length: 1.07m (3.51ft), Average Daily Traffic: 15,600 (year 1998), Truck Traffic: 1%, Average Future Daily Traffic: 21,800 (year 2025), Design Load: HS 20, Features Intersected: CHARTER OAK WASH, Facility Carried by Structure: GARVEY AVE Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 3, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 15.2m (49.9ft), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.3m (24.0ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 15.1m (49.5ft), Out-to-Out Width: 18.4m (60.4ft) Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Channel: Excellent, Operating Rating: 58.9 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: 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 24 months, Inspection Date: November 2007, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 53C0191, Location: 100' S/O SBD FWY (Lat: 34.071667, Lng: -117.881667), Route carried "on" structure: City street L380, Year Built: 1975, Status: Open, Structure Length: 2.04m (6.69ft), Average Daily Traffic: 11,145 (year 2005), Truck Traffic: 1%, Average Future Daily Traffic: 13,374 (year 2025), Design Load: HS 20, Features Intersected: WALNUT CREEK, Facility Carried by Structure: BARRANCA ST Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 5, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 19.5m (64.0ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 19.8m (65.0ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 19.7m (64.6ft), Out-to-Out Width: 23.3m (76.4ft) Condition: Deck: Fair, Superstructure: Very good, Substructure: Good, Channel: Excellent, Operating Rating: 53.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 33.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Superior to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2007, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 53C0449, Location: 1 MI W CITRUS ST (Lat: 34.065000, Lng: -117.906667), Route carried "on" structure: City street L379, Year Built: 1967, Status: Open, Structure Length: 1.62m (5.31ft), Average Daily Traffic: 42,870 (year 2005), Truck Traffic: 10%, Average Future Daily Traffic: 51,444 (year 2025), Design Load: HS 20, Features Intersected: WALNUT CREEK, Facility Carried by Structure: AZUSA AVE Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 4, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 21.9m (71.9ft), Skew: 22 degrees, Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 14.9m (48.9ft), Curb or Sidewalk Widths: Left: 1.3m (4.3ft), Right: 1.3m (4.3ft), Curb-To-Curb Width: 21.9m (71.9ft), Out-to-Out Width: 29.0m (95.1ft) Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Channel: Excellent, Operating Rating: 58.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 35.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2007, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 53C0494, Location: 0.3 MI S OF SAN BERNAD FW (Lat: 34.066667, Lng: -117.925000), Route carried "on" structure: City street L378, Year Built: 1960, Year Reconstructed: 1975, Status: Open, Structure Length: 1.52m (4.99ft), Average Daily Traffic: 29,803 (year 2005), Truck Traffic: 3%, Average Future Daily Traffic: 35,763 (year 2025), Design Load: H 20, Features Intersected: WALNUT CREEK, Facility Carried by Structure: VINCENT AVE Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 7, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 27.4m (89.9ft), Skew: 21 degrees, Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 14.6m (47.9ft), Curb or Sidewalk Widths: Left: 1.4m (4.6ft), Right: 1.4m (4.6ft), Curb-To-Curb Width: 27.3m (89.6ft), Out-to-Out Width: 32.2m (105.6ft) Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Excellent, Operating Rating: 68.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 40.5 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: Superior to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2007, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 53C0496, Location: 3/4 MI W OF VINCENT AVE (Lat: 34.066667, Lng: -117.940000), Route carried "on" structure: City street L374, Year Built: 1962, Status: Open, Structure Length: 2.50m (8.20ft), Average Daily Traffic: 30,542 (year 2005), Truck Traffic: 1%, Average Future Daily Traffic: 36,650 (year 2025), Design Load: HS 20, Features Intersected: WALNUT CREEK, Facility Carried by Structure: SUNSET AVE Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 4, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 24.4m (80.1ft), Skew: 25 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 21.3m (69.9ft), Curb or Sidewalk Widths: Left: 1.4m (4.6ft), Right: 1.4m (4.6ft), Curb-To-Curb Width: 20.2m (66.3ft), Out-to-Out Width: 28.1m (92.2ft) Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Channel: Excellent, Operating Rating: 69.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 41.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2007, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 53C0513, Location: 1/2MI W OF BARRANCA ST (Lat: 34.066667, Lng: -117.890000), Route carried "on" structure: City street L532, Year Built: 1962, Status: Open, Structure Length: 1.49m (4.89ft), Average Daily Traffic: 13,959 (year 2005), Truck Traffic: 1%, Average Future Daily Traffic: 16,750 (year 2025), Design Load: HS 20, Features Intersected: WALNUT CREEK, Facility Carried by Structure: CITRUS ST Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 4, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 18.3m (60.0ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 14.0m (45.9ft), Curb or Sidewalk Widths: Left: 1.4m (4.6ft), Right: 1.4m (4.6ft), Curb-To-Curb Width: 18.4m (60.4ft), Out-to-Out Width: 22.0m (72.2ft) Condition: Deck: Good, Superstructure: Good, 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: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2007, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 53C0698, Location: 100' S/O WEST COVINA PKWY (Lat: 34.066667, Lng: -117.931667), Route carried "on" structure: City street Q947, Year Built: 1961, Status: Open, Structure Length: 1.86m (6.10ft), Average Daily Traffic: 7,294 (year 2005), Average Future Daily Traffic: 8,752 (year 2025), Design Load: HS 20, Features Intersected: WALNUT CREEK, Facility Carried by Structure: CALIFORNIA AVE Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 3, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 14.6m (47.9ft), 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: 17.7m (58.1ft), Curb or Sidewalk Widths: Left: 1.4m (4.6ft), Right: 1.8m (5.9ft), Curb-To-Curb Width: 14.8m (48.6ft), Out-to-Out Width: 18.3m (60.0ft) Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Channel: Excellent, Operating Rating: 68.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 41.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2007, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 53C0699, Location: 0.1 MI W/O SUNSET AVE (Lat: 34.066667, Lng: -117.940000), Route carried "on" structure: City street Q952, Year Built: 1962, Status: Open, Structure Length: 1.77m (5.81ft), Average Daily Traffic: 14,861 (year 2005), Truck Traffic: 1%, Average Future Daily Traffic: 17,833 (year 2025), Design Load: HS 20, Features Intersected: WALNUT CREEK, Facility Carried by Structure: CAMERON AVE Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 4, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 19.5m (64.0ft), 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: 17.1m (56.1ft), Curb or Sidewalk Widths: Left: 1.4m (4.6ft), Right: 1.4m (4.6ft), Curb-To-Curb Width: 19.5m (64.0ft), Out-to-Out Width: 23.0m (75.5ft) Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Channel: Excellent, Operating Rating: 72.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 43.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2007, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 53C07, Location: 0.3 MI S/O SBD FWY (Lat: 34.068333, Lng: -117.898333), Route carried "on" structure: City street Q923, Year Built: 1960, Status: Open, Structure Length: 1.37m (4.49ft), Average Daily Traffic: 10,492 (year 2005), Truck Traffic: 2%, Average Future Daily Traffic: 12,590 (year 2025), Design Load: HS 20, Features Intersected: WALNUT CREEK, Facility Carried by Structure: HOLLENBECK ST Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 4, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 18.3m (60.0ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 12.8m (42.0ft), Curb or Sidewalk Widths: Left: 1.4m (4.6ft), Right: 1.4m (4.6ft), Curb-To-Curb Width: 18.4m (60.4ft), Out-to-Out Width: 22.0m (72.2ft) Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Channel: Excellent, Operating Rating: 77.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 46.4 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: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2007, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 53C0701, Location: 0.4 MI S/O SBD FWY (Lat: 34.065000, Lng: -117.916667), Route carried "on" structure: City street Q915, Year Built: 1960, Status: Open, Structure Length: 1.49m (4.89ft), Average Daily Traffic: 11,764 (year 2005), Truck Traffic: 2%, Average Future Daily Traffic: 14,116 (year 2025), Design Load: HS 20, Features Intersected: WALNUT CREEK, Facility Carried by Structure: LARK ELLEN AVE Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 18.3m (60.0ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 14.0m (45.9ft), Curb or Sidewalk Widths: Left: 1.4m (4.6ft), Right: 1.4m (4.6ft), Curb-To-Curb Width: 18.4m (60.4ft), Out-to-Out Width: 21.9m (71.9ft) Condition: Deck: Good, Superstructure: Very good, Substructure: Good, 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: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2008, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 53C0702, Location: 0.3 MI W/O GRAND AVE (Lat: 34.071667, Lng: -117.875000), Route carried "on" structure: City street Q940, Year Built: 1962, Status: Open, Structure Length: 1.16m (3.81ft), Average Daily Traffic: 4,078 (year 2005), Truck Traffic: 1%, Average Future Daily Traffic: 4,893 (year 2025), Design Load: HS 20, Features Intersected: WALNUT CREEK, Facility Carried by Structure: HOLT AVE 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), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 10.4m (34.1ft), Curb or Sidewalk Widths: Left: 1.4m (4.6ft), Right: 1.4m (4.6ft), Curb-To-Curb Width: 12.1m (39.7ft), Out-to-Out Width: 15.6m (51.2ft) Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Excellent, 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: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2007, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 53C0731, Location: 60' W/O ORANGE AVE (Lat: 34.065000, Lng: -117.950000), Route carried "on" structure: City street L686, Year Built: 1961, Status: Open, Structure Length: 1.95m (6.40ft), Average Daily Traffic: 11,496 (year 2005), Truck Traffic: 1%, Average Future Daily Traffic: 13,795 (year 2025), Design Load: HS 20, Features Intersected: WALNUT CREEK, Facility Carried by Structure: MERCED AVE Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 4, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 18.3m (60.0ft), Skew: 3 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 17.7m (58.1ft), Curb or Sidewalk Widths: Left: 1.4m (4.6ft), Right: 1.4m (4.6ft), Curb-To-Curb Width: 18.4m (60.4ft), Out-to-Out Width: 21.9m (71.9ft) Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Channel: Excellent, Operating Rating: 72.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 43.7 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: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2007, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 53C0732, Location: 50' N/O MERCED AVE (Lat: 34.065000, Lng: -117.950000), Route carried "on" structure: City street Q909, Year Built: 1961, Status: Open, Structure Length: 2.93m (9.61ft), Average Daily Traffic: 24,647 (year 2005), Truck Traffic: 1%, Average Future Daily Traffic: 29,576 (year 2025), Design Load: HS 20, Features Intersected: WALNUT CREEK, Facility Carried by Structure: ORANGE AVE 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: 5 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 28.3m (92.8ft), Curb or Sidewalk Widths: Left: 1.4m (4.6ft), Right: 1.4m (4.6ft), Curb-To-Curb Width: 12.3m (40.4ft), Out-to-Out Width: 15.8m (51.8ft) Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Channel: Excellent, Operating Rating: 72.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 43.7 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: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2007, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 53C0733, Location: 1.1 MI N/O AMAR RD (Lat: 34.065000, Lng: -117.958333), Route carried "on" structure: City street Q946, Year Built: 1961, Status: Open, Structure Length: 1.98m (6.50ft), Average Daily Traffic: 5,402 (year 2005), Truck Traffic: 1%, Average Future Daily Traffic: 6,482 (year 2025), Design Load: HS 20, Features Intersected: WALNUT CREEK, Facility Carried by Structure: WILLOW AVE 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: 3 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 17.7m (58.1ft), Curb or Sidewalk Widths: Left: 1.4m (4.6ft), Right: 1.4m (4.6ft), Curb-To-Curb Width: 12.3m (40.4ft), Out-to-Out Width: 15.9m (52.2ft) Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Channel: Excellent, Operating Rating: 82.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 49.1 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: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2007, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 53C0936, Location: 1000' W/O GRAND AVE (Lat: 34.071667, Lng: -117.876667), Route carried "on" structure: City street Q939, Year Built: 1975, Status: Open, Structure Length: 1.28m (4.20ft), Average Daily Traffic: 11,882 (year 2005), Truck Traffic: 1%, Average Future Daily Traffic: 14,258 (year 2025), Design Load: HS 20, Features Intersected: WALNUT CREEK, Facility Carried by Structure: GARVEY AVE Minimum Vertical Clearance: 0.00m, Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 10.1m (33.1ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 0.0m, Curb-To-Curb Width: 12.3m (40.4ft), Out-to-Out Width: 16.2m (53.1ft) Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Excellent, Operating Rating: 63.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 37.8 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: Superior to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2007, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 53C1456, Location: 50' S/O W COVINA PKWY (Lat: 34.068333, Lng: -117.936667), Route carried "on" structure: City street , Year Built: 1961, Status: Open, Structure Length: 1.49m (4.89ft), Average Daily Traffic: 1,600 (year 2005), Truck Traffic: 1%, Average Future Daily Traffic: 2,520 (year 2025), Design Load: HS 20, Features Intersected: WALNUT CREEK, Facility Carried by Structure: SERVICE AVE 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), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 14.0m (45.9ft), Curb or Sidewalk Widths: Left: 1.4m (4.6ft), Right: 1.4m (4.6ft), Curb-To-Curb Width: 12.3m (40.4ft), Out-to-Out Width: 15.8m (51.8ft) Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Channel: Excellent, Operating Rating: 78.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 47.0 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, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2007, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 53 0667, Location: 07-LA-010-34.28-WCOV (Lat: 34.071667, Lng: -117.945000), Route carried "under" structure: City street Q952, Year Built: 1956, Structure Length: 2.19m (7.19ft), Average Daily Traffic: 12,000 (year 1998), Truck Traffic: 2%, Features Intersected: CAMERON AVE, Facility Carried by Structure: INTERSTATE 10 Minimum Vertical Clearance: 0.46m (1.51ft), Kilometerpoint: 0.000, Lanes on structure: 10, Lanes under structure: 4, Material/Design: Concrete, Design/Construction: Frame, Length of Maximum Span: 20.4m (66.9ft) Find on map >>
Structure Number: 53 0668, Location: 07-LA-010-34.85-WCOV (Lat: 34.073333, Lng: -117.935000), Route carried "under" structure: City street L374, Year Built: 1956, Structure Length: 2.19m (7.19ft), Average Daily Traffic: 20,000 (year 1998), Truck Traffic: 2%, Features Intersected: SUNSET AVE, Facility Carried by Structure: INTERSTATE 10 Minimum Vertical Clearance: 4.55m (14.93ft), Kilometerpoint: 0.000, Lanes on structure: 15, Lanes under structure: 4, Material/Design: Concrete, Design/Construction: Box Beam or Girders - Multiple, Length of Maximum Span: 20.4m (66.9ft) Find on map >>
Structure Number: 53 0669, Location: 07-LA-010-36.48-WCOV (Lat: 34.071667, Lng: -117.906667), Route carried "under" structure: State highway 39, Year Built: 1975, Structure Length: 4.91m (16.11ft), Average Daily Traffic: 2,040 (year 1997), Features Intersected: SR 39 (AZUSA AVE), Facility Carried by Structure: INTERSTATE 10 Minimum Vertical Clearance: 4.62m (15.16ft), Kilometerpoint: 1.071, Lanes on structure: 10, Lanes under structure: 8, Material/Design: Prestressed concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Length of Maximum Span: 24.4m (80.1ft) Find on map >>
Structure Number: 53 067, Location: 07-LA-010-37.48-WCOV (Lat: 34.071667, Lng: -117.890000), Route carried "under" structure: City street L532, Year Built: 1971, Structure Length: 4.91m (16.11ft), Average Daily Traffic: 7,000 (year 1998), Truck Traffic: 2%, Features Intersected: CITRUS STREET, Facility Carried by Structure: INTERSTATE 10 Minimum Vertical Clearance: 4.65m (15.26ft), Kilometerpoint: 0.000, Lanes on structure: 12, Lanes under structure: 7, Material/Design: Prestressed concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Length of Maximum Span: 24.4m (80.1ft) Find on map >>
Structure Number: 53 0671, Location: 07-LA-010-38.97-WCOV (Lat: 34.068333, Lng: -117.861667), Route carried "under" structure: County highway Q940, Year Built: 1975, Structure Length: 6.19m (20.31ft), Average Daily Traffic: 4,000 (year 1998), Truck Traffic: 2%, Features Intersected: HOLT AVE, Facility Carried by Structure: INTERSTATE 10 Minimum Vertical Clearance: 4.67m (15.32ft), Kilometerpoint: 0.000, Lanes on structure: 11, Lanes under structure: 4, Material/Design: Prestressed concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Length of Maximum Span: 31.7m (104.0ft) Find on map >>
Structure Number: 53 1043, Location: 07-LA-010-35.4-WCOV (Lat: 34.071667, Lng: -117.925000), Route carried "under" structure: City street L378, Year Built: 1956, Structure Length: 3.60m (11.81ft), Average Daily Traffic: 14,000 (year 1998), Truck Traffic: 2%, Features Intersected: VINCENT AVE, Facility Carried by Structure: INTERSTATE 10 Minimum Vertical Clearance: 4.42m (14.50ft), Kilometerpoint: 0.000, Lanes on structure: 11, Lanes under structure: 7, Material/Design: Concrete, Design/Construction: Box Beam or Girders - Multiple, Length of Maximum Span: 19.5m (64.0ft) Find on map >>
Structure Number: 53 1303, Location: 07-LA-010-38.01-WCOV (Lat: 34.071667, Lng: -117.881667), Route carried "under" structure: Interstate 10, Year Built: 1975, Structure Length: 7.92m (25.98ft), Average Daily Traffic: 191,500 (year 1997), Truck Traffic: 6%, Features Intersected: ROUTE 10, Facility Carried by Structure: BARRANCA ST Minimum Vertical Clearance: 5.03m (16.50ft), Kilometerpoint: 3.801, Lanes on structure: 8, Lanes under structure: 10, Material/Design: Prestressed concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Length of Maximum Span: 44.2m (145.0ft) Find on map >>
Structure Number: 53 1528, Location: 07-LA-010-38.51-WCOV (Lat: 34.071667, Lng: -117.871667), Route carried "under" structure: City street L381, Year Built: 1961, Structure Length: 2.41m (7.91ft), Average Daily Traffic: 23,200 (year 1998), Truck Traffic: 2%, Features Intersected: GRAND AVE, Facility Carried by Structure: INTERSTATE 10 Minimum Vertical Clearance: 0.48m (1.57ft), Kilometerpoint: 0.000, Lanes on structure: 13, Lanes under structure: 4, Material/Design: Concrete continuous, Design/Construction: Tee Beam, Length of Maximum Span: 11.9m (39.0ft) Find on map >>
Structure Number: 53 227, Location: 07-LA-010-35.97-WCOV (Lat: 34.071667, Lng: -117.915000), Route carried "under" structure: City street Q915, Year Built: 1975, Structure Length: 4.45m (14.60ft), Average Daily Traffic: 14,000 (year 1998), Truck Traffic: 2%, Features Intersected: LARK ELLEN AVE, Facility Carried by Structure: INTERSTATE 10 Minimum Vertical Clearance: 4.57m (14.99ft), Kilometerpoint: 0.000, Lanes on structure: 10, Lanes under structure: 4, Material/Design: Concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Length of Maximum Span: 25.6m (84.0ft) Find on map >>
Structure Number: 53 2271, Location: 07-LA-010-36.98-WCOV (Lat: 34.071667, Lng: -117.898333), Route carried "under" structure: City street Q923, Year Built: 1975, Structure Length: 4.45m (14.60ft), Average Daily Traffic: 11,200 (year 1998), Truck Traffic: 2%, Features Intersected: HOLLENBECK STREET, Facility Carried by Structure: INTERSTATE 10 Minimum Vertical Clearance: 4.65m (15.26ft), Kilometerpoint: 0.000, Lanes on structure: 10, Lanes under structure: 4, Material/Design: Concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Length of Maximum Span: 25.6m (84.0ft) Find on map >>
Structure Number: 53 2372, Location: 07-LA-010-34.46-WCOV (Lat: 34.071667, Lng: -117.941667), Route carried "under" structure: City street Q911, Year Built: 1975, Structure Length: 6.61m (21.69ft), Average Daily Traffic: 18,500 (year 1998), Truck Traffic: 2%, Features Intersected: W COVINA PARKWAY, Facility Carried by Structure: INTERSTATE 10 Minimum Vertical Clearance: 4.65m (15.26ft), Kilometerpoint: 0.000, Lanes on structure: 10, Lanes under structure: 4, Material/Design: Prestressed concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Length of Maximum Span: 33.2m (108.9ft) Find on map >>
Structure Number: 53 2374K, Location: 07-LA-010-38.4-WCOV (Lat: 34.071667, Lng: -117.871667), Route carried "under" structure: City street Q939, Year Built: 1975, Structure Length: 3.51m (11.52ft), Average Daily Traffic: 4,600 (year 1998), Truck Traffic: 2%, Features Intersected: N GARVEY AVENUE, Facility Carried by Structure: GRAND AV-W10 ON-RA Minimum Vertical Clearance: 5.28m (17.32ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Length of Maximum Span: 34.7m (113.8ft) Find on map >>
Structure Number: 53 2375K, Location: 07-LA-010-38.41-WCOV (Lat: 34.071667, Lng: -117.871667), Route carried "under" structure: City street Q939, Year Built: 1975, Structure Length: 5.30m (17.39ft), Average Daily Traffic: 4,600 (year 1998), Truck Traffic: 2%, Features Intersected: N GARVEY AVENUE, Facility Carried by Structure: W10-GRAND AV OFF-R Minimum Vertical Clearance: 4.72m (15.49ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Prestressed concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Length of Maximum Span: 29.6m (97.1ft) Discuss this city on our hugely popular California forum Back to: West Covina, CA, California, All US cities.
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