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Bridge Statistics for Norwalk, California (CA) - Condition, Traffic, Stress, Structural Evaluation, Project CostsBack to: Norwalk, CA, California, California forum, All US cities. National Bridge Inventory (NBI) Statistics Number of bridges: 94 Total length: 1,257 meters (4,124ft) Total costs: $14,126,000 Total average daily traffic: 8,162,805 Total average daily truck traffic: 446,084 National Bridge Inventory (NBI) Registered Bridges for Norwalk
Bridge Condition - Deck Bridge Condition - Superstructure Bridge Condition - Substructure Bridge Condition - Channel Find on map >>
Structure Number: 53 0214, Location: 07-LA-005-2.41-NRW (Lat: 33.893333, Lng: -118.041667), Route carried "on" structure: City street L095, Year Built: 1955, Status: Open, Structure Length: 10.45m (34.28ft), Average Daily Traffic: 33,500 (year 2000), Truck Traffic: 4%, Average Future Daily Traffic: 51,520 (year 2029), Design Load: HS 20, Features Intersected: ROUTE 5, Facility Carried by Structure: CARMENITA RD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 11, Owner: State Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Skew: 3 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 6, Length of Maximum Span: 22.3m (73.2ft), Curb or Sidewalk Widths: Left: 0.6m (2.0ft), Right: 1.6m (5.2ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 11.2m (36.7ft) Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Operating Rating: 63.5 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: Meets minimum limits, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 10.45m (34.28ft), Designated Inspection Frequency: Every 48 months, Other Special Inspection Frequency: Every 48 months, Inspection Date: January 2007, Other Special Inspection Date: May 2002, Bridge Improvement Cost: $585,000, Roadway Improvement Cost: $59,000, Total Project Cost: $878,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 53 0593, Location: 07-LA-005-4.91-NRW (Lat: 33.918333, Lng: -118.080000), Route carried "on" structure: Interstate 5, Year Built: 1954, Year Reconstructed: 1958, Status: Open, Structure Length: 5.09m (16.70ft), Average Daily Traffic: 180,500 (year 2000), Truck Traffic: 11%, Average Future Daily Traffic: 211,645 (year 2029), Design Load: HS 20, Features Intersected: IMPERIAL HWY Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.910, Lanes on structure: 6, Lanes under structure: 6, Base Highway Network: Yes (, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 24.4m (80.1ft), Skew: 23 degrees, Material/Design: Concrete continuous, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 14.0m (45.9ft), Curb or Sidewalk Widths: Left: 0.6m (2.0ft), Right: 0.6m (2.0ft), Curb-To-Curb Width: 24.4m (80.1ft), Out-to-Out Width: 28.5m (93.5ft) 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: Meets minimum limits, Underclear: High priority of corrective action, Approach Roadway Alignment: Superior to present desirable criteria, Length Of Structure Improvement: 5.09m (16.70ft), Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2007, Bridge Improvement Cost: $1,741,000, Roadway Improvement Cost: $174,000, Total Project Cost: $2,611,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 53 0594, Location: 07-LA-005-4.41-NRW (Lat: 33.911667, Lng: -118.071667), Route carried "on" structure: Interstate 5, Year Built: 1954, Year Reconstructed: 1958, Status: Open, Structure Length: 4.51m (14.80ft), Average Daily Traffic: 237,000 (year 2000), Truck Traffic: 9%, Average Future Daily Traffic: 301,187 (year 2029), Design Load: HS 20, Features Intersected: SAN ANTONIO DR Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.410, Lanes on structure: 7, Lanes under structure: 5, Base Highway Network: Yes (, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 28.0m (91.9ft), Skew: 30 degrees, Material/Design: Concrete continuous, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 21.9m (71.9ft), Curb or Sidewalk Widths: Left: 0.9m (3.0ft), Right: 0.4m (1.3ft), Curb-To-Curb Width: 28.0m (91.9ft), Out-to-Out Width: 32.2m (105.6ft) Condition: Deck: Poor, Superstructure: Good, Substructure: Good, Operating Rating: 66.2 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: Meets minimum limits, Underclear: High priority of corrective action, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 4.51m (14.80ft), Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2007, Bridge Improvement Cost: $1,743,000, Roadway Improvement Cost: $174,000, Total Project Cost: $2,614,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 53 0634L, Location: 07-LA-005-3.44-NRW (Lat: 33.901667, Lng: -118.061667), Route carried "on" structure: Interstate 5, Year Built: 1954, Status: Open, Structure Length: 6.49m (21.29ft), Average Daily Traffic: 118,500 (year 2000), Truck Traffic: 9%, Average Future Daily Traffic: 150,593 (year 2029), Design Load: HS 20, Features Intersected: ROSECRANS AVE Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.440, Lanes on structure: 4, Lanes under structure: 6, Base Highway Network: Yes (, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 15.8m (51.8ft), Skew: 5 degrees, Material/Design: Concrete continuous, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 18.9m (62.0ft), Curb or Sidewalk Widths: Left: 0.5m (1.6ft), Right: 0.5m (1.6ft), Curb-To-Curb Width: 15.8m (51.8ft), Out-to-Out Width: 17.5m (57.4ft) Condition: Deck: Fair, Superstructure: Good, Substructure: Good, Operating Rating: 49.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 30.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Underclear: High priority of corrective action, Approach Roadway Alignment: Superior to present desirable criteria, Length Of Structure Improvement: 6.49m (21.29ft), Designated Inspection Frequency: Every 24 months, Inspection Date: January 2007, Bridge Improvement Cost: $568,000, Roadway Improvement Cost: $57,000, Total Project Cost: $852,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 53 0634R, Location: 07-LA-005-3.44-NRW (Lat: 33.901667, Lng: -118.061667), Route carried "on" structure: Interstate 5, Year Built: 1954, Status: Open, Structure Length: 6.46m (21.19ft), Average Daily Traffic: 118,500 (year 2000), Truck Traffic: 9%, Average Future Daily Traffic: 150,593 (year 2029), Design Load: HS 20, Features Intersected: ROSECRANS AVE Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.440, Lanes on structure: 3, Lanes under structure: 6, Base Highway Network: Yes (, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 4 degrees, Material/Design: Concrete continuous, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 18.0m (59.1ft), Curb or Sidewalk Widths: Left: 0.5m (1.6ft), Right: 0.5m (1.6ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.9m (45.6ft) Condition: Deck: Fair, Superstructure: Good, Substructure: Good, Operating Rating: 61.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 37.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: High priority of corrective action, Underclear: High priority of corrective action, Approach Roadway Alignment: Superior to present desirable criteria, Length Of Structure Improvement: 6.46m (21.19ft), Designated Inspection Frequency: Every 24 months, Inspection Date: January 2007, Bridge Improvement Cost: $449,000, Roadway Improvement Cost: $45,000, Total Project Cost: $673,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 53 0813, Location: 07-LA-005-5.92-NRW (Lat: 33.930000, Lng: -118.090000), Route carried "on" structure: Interstate 5, Year Built: 1953, Status: Open, Structure Length: 1.16m (3.81ft), Average Daily Traffic: 237,000 (year 2000), Truck Traffic: 9%, Average Future Daily Traffic: 301,187 (year 2029), Design Load: HS 20, Features Intersected: UP RR Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 5.920, Lanes on structure: 7, Base Highway Network: Yes (, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 28.0m (91.9ft), Skew: 21 degrees, Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 11.0m (36.1ft), Curb or Sidewalk Widths: Left: 0.4m (1.3ft), Right: 0.0m, Curb-To-Curb Width: 28.1m (92.2ft), Out-to-Out Width: 31.8m (104.3ft) Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Operating Rating: 99.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 81.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Underclear: Meets minimum limits, Approach Roadway Alignment: Superior to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2007, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 53 0814L, Location: 07-LA-005-3.64-NRW (Lat: 33.903333, Lng: -118.063333), Route carried "on" structure: Interstate 5, Year Built: 1954, Status: Open, Structure Length: 3.23m (10.60ft), Average Daily Traffic: 118,500 (year 2000), Truck Traffic: 9%, Average Future Daily Traffic: 150,593 (year 2029), Design Load: HS 20, Features Intersected: SB5-FIRESTONE BL OFF-RMP Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.640, Lanes on structure: 3, Lanes under structure: 1, Base Highway Network: Yes (, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 6 degrees, Material/Design: 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: 0.6m (2.0ft), Right: 0.6m (2.0ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.8m (45.3ft) Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 99.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 57.1 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: Better than present minimum criteria, Length Of Structure Improvement: 3.23m (10.60ft), Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2007, Bridge Improvement Cost: $535,000, Roadway Improvement Cost: $53,000, Total Project Cost: $802,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 53 0844, Location: 07-LA-005-5.12-NRW (Lat: 33.920000, Lng: -118.081667), Route carried "on" structure: Interstate 5, Year Built: 1954, Year Reconstructed: 1958, Status: Open, Structure Length: 9.36m (30.71ft), Average Daily Traffic: 237,000 (year 2000), Truck Traffic: 9%, Average Future Daily Traffic: 301,187 (year 2029), Design Load: HS 20, Features Intersected: PIONEER BLVD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 5.120, Lanes on structure: 6, Lanes under structure: 4, Base Highway Network: Yes (, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 25.6m (84.0ft), Skew: 36 degrees, Material/Design: Concrete continuous, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 23.8m (78.1ft), Curb or Sidewalk Widths: Left: 0.6m (2.0ft), Right: 0.6m (2.0ft), Curb-To-Curb Width: 24.4m (80.1ft), Out-to-Out Width: 28.5m (93.5ft) Condition: Deck: Fair, Superstructure: Good, Substructure: Good, Operating Rating: 79.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 47.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Underclear: High priority of corrective action, Approach Roadway Alignment: Superior to present desirable criteria, Length Of Structure Improvement: 9.36m (30.71ft), Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2007, Bridge Improvement Cost: $3,201,000, Roadway Improvement Cost: $320,000, Total Project Cost: $4,802,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 53 1015, Location: 07-LA-005-3.04-NRW (Lat: 33.898333, Lng: -118.055000), Route carried "on" structure: City street L158, Year Built: 1955, Status: Open, Structure Length: 10.64m (34.91ft), Average Daily Traffic: 8,000 (year 1998), Truck Traffic: 2%, Average Future Daily Traffic: 14,013 (year 2029), Design Load: HS 20, Features Intersected: INTERSTATE 5, Facility Carried by Structure: SHOEMAKER AVENUE Minimum Vertical Clearance: 99.90m (327.76ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 11, Owner: State Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Skew: 3 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 6, Length of Maximum Span: 20.1m (65.9ft), Curb or Sidewalk Widths: Left: 0.6m (2.0ft), Right: 1.6m (5.2ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 11.2m (36.7ft) Condition: Deck: Fair, Superstructure: Good, Substructure: Good, Operating Rating: 59.8 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, Underclear: High priority of corrective action, Approach Roadway Alignment: Superior to present desirable criteria, Length Of Structure Improvement: 10.64m (34.91ft), Designated Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 48 months, Inspection Date: January 2007, Other Special Inspection Date: May 2002, Bridge Improvement Cost: $596,000, Roadway Improvement Cost: $60,000, Total Project Cost: $894,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 53 1049, Location: 07-LA-005-4.87-NRW (Lat: 33.916667, Lng: -118.078333), Route carried "on" structure: Interstate 5, Year Built: 1954, Status: Open, Structure Length: 1.80m (5.91ft), Average Daily Traffic: 237,000 (year 2000), Truck Traffic: 9%, Average Future Daily Traffic: 301,187 (year 2029), Design Load: HS 20, Features Intersected: IMPERIAL HY STORM DRAIN Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.870, Lanes on structure: 7, Base Highway Network: Yes (, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 31.7m (104.0ft), Skew: 24 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 6, Length of Maximum Span: 1.8m (5.9ft), Curb or Sidewalk Widths: Left: 1.4m (4.6ft), Right: 0.0m, Curb-To-Curb Width: 31.7m (104.0ft) 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: Equal to present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Superior to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2007, Deck Structure Type: Concrete Cast-file-Place Find on map >>
Structure Number: 53 105, Location: 07-LA-005-4.66-NRW (Lat: 33.913333, Lng: -118.075000), Route carried "on" structure: Interstate 5, Year Built: 1954, Status: Open, Structure Length: 1.52m (4.99ft), Average Daily Traffic: 237,000 (year 2000), Truck Traffic: 9%, Average Future Daily Traffic: 301,187 (year 2029), Design Load: HS 20, Features Intersected: PADDISON AVE STORM DRAIN Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.660, Lanes on structure: 7, Base Highway Network: Yes (, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 29.6m (97.1ft), Skew: 33 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: 29.6m (97.1ft) 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: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Superior to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2007 Find on map >>
Structure Number: 53 1051, Location: 07-LA-005-3.98-NRW (Lat: 33.908333, Lng: -118.068333), Route carried "on" structure: Interstate 5, Year Built: 1954, Status: Open, Structure Length: 1.28m (4.20ft), Average Daily Traffic: 237,000 (year 2000), Truck Traffic: 9%, Average Future Daily Traffic: 301,187 (year 2029), Design Load: HS 20, Features Intersected: SILVER BOW AVE STORM DRN Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.980, Lanes on structure: 6, Base Highway Network: Yes (, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 26.8m (87.9ft), Skew: 32 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 6, Length of Maximum Span: 2.1m (6.9ft), Curb-To-Curb Width: 26.8m (87.9ft) Condition: Channel: Very good, Culverts: Very good, Operating Rating: 53.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.6 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: Superior to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2007 Find on map >>
Structure Number: 53 1512, Location: 07-LA-005-2.45-NRW (Lat: 33.895000, Lng: -118.046667), Route carried "on" structure: Interstate 5, Year Built: 1958, Status: Open, Structure Length: 0.98m (3.22ft), Average Daily Traffic: 237,000 (year 2000), Truck Traffic: 9%, Average Future Daily Traffic: 301,187 (year 2029), Design Load: HS 20, Features Intersected: EXCELSIOR WASH Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.450, Lanes on structure: 7, Base Highway Network: Yes (, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 39.0m (128.0ft), Skew: 35 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.0m (9.8ft), Curb-To-Curb Width: 39.0m (128.0ft) 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: Superior to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2007 Find on map >>
Structure Number: 53 1645, Location: 07-LA-605-R5.81-NRW (Lat: 33.886667, Lng: -118.101667), Route carried "on" structure: Interstate 605, Year Built: 1966, Year Reconstructed: 1996, Status: Open, Structure Length: 4.89m (16.04ft), Average Daily Traffic: 262,670 (year 2005), Truck Traffic: 6%, Average Future Daily Traffic: 303,988 (year 2029), Design Load: HS 20, Features Intersected: ALONDRA BLVD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 5.810, Lanes on structure: 14, Lanes under structure: 6, Base Highway Network: Yes (Inventory Route: 6, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 57.6m (189.0ft), Skew: 30 degrees, Material/Design: Concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 4, Length of Maximum Span: 16.2m (53.1ft), Curb-To-Curb Width: 57.6m (189.0ft), Out-to-Out Width: 59.2m (194.2ft) Condition: Deck: Good, Superstructure: Good, Substructure: 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: 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: October 2007, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 53 1646, Location: 07-LA-605-R6.32-NRW (Lat: 33.893333, Lng: -118.101667), Route carried "on" structure: Interstate 605, Year Built: 1966, Year Reconstructed: 1992, Status: Open, Structure Length: 3.87m (12.70ft), Average Daily Traffic: 262,670 (year 2005), Truck Traffic: 6%, Average Future Daily Traffic: 303,988 (year 2029), Design Load: HS 20, Features Intersected: FAIRTON STREET Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 6.320, Lanes on structure: 12, Lanes under structure: 2, Base Highway Network: Yes (Inventory Route: 6, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 55.5m (182.1ft), 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: 20.7m (67.9ft), Curb-To-Curb Width: 55.5m (182.1ft), Out-to-Out Width: 57.1m (187.3ft) Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: 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 minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: Better than present minimum criteria, Approach Roadway Alignment: Superior to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2007, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 53 1647, Location: 07-LA-605-R6.4-NRW (Lat: 33.896667, Lng: -118.101667), Route carried "on" structure: Interstate 605, Year Built: 1966, Year Reconstructed: 1993, Status: Open, Structure Length: 5.39m (17.68ft), Average Daily Traffic: 262,670 (year 2005), Truck Traffic: 6%, Average Future Daily Traffic: 303,988 (year 2029), Design Load: HS 20, Features Intersected: EXCELSIOR DRIVE Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 6.400, Lanes on structure: 14, Lanes under structure: 4, Base Highway Network: Yes (Inventory Route: 6, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 55.5m (182.1ft), Skew: 33 degrees, Material/Design: Concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 4, Length of Maximum Span: 16.2m (53.1ft), Curb-To-Curb Width: 55.5m (182.1ft), Out-to-Out Width: 57.1m (187.3ft) Condition: Deck: Poor, Superstructure: Satisfactory, Substructure: 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 minimum criteria, Deck Geometry: Meets minimum limits, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Superior to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2007, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 53 1648, Location: 07-LA-605-R6.81-NRW (Lat: 33.901667, Lng: -118.101667), Route carried "on" structure: Interstate 605, Year Built: 1966, Year Reconstructed: 1993, Status: Open, Structure Length: 4.85m (15.91ft), Average Daily Traffic: 262,670 (year 2005), Truck Traffic: 6%, Average Future Daily Traffic: 303,988 (year 2029), Design Load: HS 20, Features Intersected: ROSECRANS AVE Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 6.810, Lanes on structure: 12, Lanes under structure: 6, Base Highway Network: Yes (Inventory Route: 6, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 51.7m (169.6ft), Skew: 30 degrees, Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 4, Length of Maximum Span: 16.2m (53.1ft), Curb-To-Curb Width: 51.7m (169.6ft), Out-to-Out Width: 53.1m (174.2ft) Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Operating Rating: 32.6 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: Better than present minimum criteria, Deck Geometry: Equal to present desirable criteria, Underclear: Meets minimum limits, 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: 53 165, Location: 07-LA-605-R7.34-NRW (Lat: 33.910000, Lng: -118.101667), Route carried "on" structure: Interstate 605, Year Built: 1966, Year Reconstructed: 1992, Status: Open, Structure Length: 6.95m (22.80ft), Average Daily Traffic: 262,670 (year 2005), Truck Traffic: 6%, Average Future Daily Traffic: 303,988 (year 2029), Design Load: HS 20+Mod, Features Intersected: FOSTER ROAD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 7.340, Lanes on structure: 12, Lanes under structure: 4, Base Highway Network: Yes (Inventory Route: 6, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 48.4m (158.8ft), Skew: 30 degrees, Material/Design: Concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 5, Length of Maximum Span: 23.2m (76.1ft), Curb-To-Curb Width: 48.4m (158.8ft), Out-to-Out Width: 50.0m (164.0ft) Condition: Deck: Poor, Superstructure: Good, Substructure: 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: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Underclear: Equal to present minimum 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: 53 1651, Location: 07-LA-605-R7.85-NRW (Lat: 33.916667, Lng: -118.103333), Route carried "on" structure: Interstate 605, Year Built: 1966, Status: Open, Structure Length: 5.00m (16.40ft), Average Daily Traffic: 262,670 (year 2006), Truck Traffic: 6%, Average Future Daily Traffic: 302,978 (year 2029), Design Load: HS 20, Features Intersected: IMPERIAL HWY Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 7.850, Lanes on structure: 12, Lanes under structure: 6, Base Highway Network: Yes (Inventory Route: 6, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 50.0m (164.0ft), Skew: 30 degrees, Material/Design: Concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 4, Length of Maximum Span: 16.2m (53.1ft), Curb-To-Curb Width: 47.4m (155.5ft), Out-to-Out Width: 49.1m (161.1ft) Condition: Deck: Poor, Superstructure: Satisfactory, Substructure: Good, 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: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Underclear: Meets minimum limits, 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: 53 1651K, Location: 07-LA-605-R7.85-NRW (Lat: 33.916667, Lng: -118.101667), Route carried "on" structure: Ramp Interstate 605, Year Built: 1992, Status: Open, Structure Length: 4.75m (15.58ft), Average Daily Traffic: 26,260 (year 2006), Average Future Daily Traffic: 30,298 (year 2029), Design Load: HS 20+Mod, Features Intersected: IMPERIAL HIGHWAY Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 7.850, Lanes on structure: 2, Lanes under structure: 6, Base Highway Network: Yes (Inventory Route: 6, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Material/Design: Prestressed concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 2, Length of Maximum Span: 23.8m (78.1ft), Curb-To-Curb Width: 9.8m (32.2ft), Out-to-Out Width: 10.8m (35.4ft) 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: 32.6 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, Underclear: Meets minimum limits, 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: 53 1651T, Location: 07-LA-605-R7.84-NRW (Lat: 33.916667, Lng: -118.101667), Route carried "on" structure: Ramp Interstate 605, Year Built: 1992, Status: Open, Structure Length: 17.22m (56.50ft), Average Daily Traffic: 8,100 (year 2006), Truck Traffic: 2%, Average Future Daily Traffic: 9,304 (year 2029), Design Load: HS 20, Features Intersected: IMPERIAL HWY, ON-RAMP Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 7.840, Lanes on structure: 1, Lanes under structure: 8, Base Highway Network: Yes (Inventory Route: 6, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Prestressed concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 6, Length of Maximum Span: 33.8m (110.9ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.4m (27.6ft) 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: 32.6 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, Underclear: Somewhat better than minimum adequacy, 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: 53 1652, Location: 07-LA-605-R8.23-NRW (Lat: 33.923333, Lng: -118.103333), Route carried "on" structure: Interstate 605, Year Built: 1966, Year Reconstructed: 1993, Status: Open, Structure Length: 11.40m (37.40ft), Average Daily Traffic: 262,670 (year 2006), Truck Traffic: 6%, Average Future Daily Traffic: 302,978 (year 2029), Design Load: HS 20, Features Intersected: UP RR, DOWNEY-NORWALK RD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 8.230, Lanes on structure: 14, Lanes under structure: 2, Base Highway Network: Yes (Inventory Route: 6, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 56.1m (184.1ft), Skew: 39 degrees, Material/Design: Prestressed concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 6, Length of Maximum Span: 21.0m (68.9ft), Curb-To-Curb Width: 56.1m (184.1ft), Out-to-Out Width: 57.7m (189.3ft) Condition: Deck: Poor, Superstructure: Good, Substructure: 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: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Underclear: Better than present minimum 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: 53 1652K, Location: 07-LA-605-R8.23-NRW (Lat: 33.923333, Lng: -118.103333), Route carried "on" structure: Ramp Interstate 605, Year Built: 1992, Status: Open, Structure Length: 13.90m (45.60ft), Average Daily Traffic: 2,600 (year 2006), Average Future Daily Traffic: 3,289 (year 2029), Design Load: HS 20+Mod, Features Intersected: UP RR, DOWNEY-NORWALK RD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 8.230, Lanes on structure: 2, Lanes under structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Material/Design: Prestressed concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 4, Length of Maximum Span: 35.4m (116.1ft), Curb-To-Curb Width: 9.8m (32.2ft), Out-to-Out Width: 10.8m (35.4ft) 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: 32.6 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, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Somewhat better than minimum adequacy, 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: 53 1652S, Location: 07-LA-605-R8.23-NRW (Lat: 33.923333, Lng: -118.103333), Route carried "on" structure: Ramp Interstate 605, Year Built: 1992, Status: Open, Structure Length: 8.96m (29.40ft), Average Daily Traffic: 2,600 (year 2006), Average Future Daily Traffic: 2,976 (year 2029), Design Load: HS 20+Mod, Features Intersected: UP RR, DOWNEY-NORWALK RD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 8.230, Lanes on structure: 2, Lanes under structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Material/Design: Prestressed concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 4, Length of Maximum Span: 30.8m (101.0ft), Curb-To-Curb Width: 9.8m (32.2ft), Out-to-Out Width: 10.8m (35.4ft) 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: 32.6 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, Underclear: Equal to present minimum 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: 53 1653, Location: 07-LA-605-R8.38-NRW (Lat: 33.925000, Lng: -118.103333), Route carried "on" structure: Interstate 605, Year Built: 1966, Year Reconstructed: 1992, Status: Open, Structure Length: 5.79m (19.00ft), Average Daily Traffic: 262,670 (year 2006), Truck Traffic: 6%, Average Future Daily Traffic: 302,978 (year 2029), Design Load: HS 20, Features Intersected: FIRESTONE BLVD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 8.380, Lanes on structure: 14, Lanes under structure: 6, Base Highway Network: Yes (Inventory Route: 6, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 56.7m (186.0ft), Skew: 32 degrees, Material/Design: Concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 2, Length of Maximum Span: 28.7m (94.2ft), Curb-To-Curb Width: 56.9m (186.7ft), Out-to-Out Width: 58.6m (192.3ft) Condition: Deck: Poor, Superstructure: Very good, Substructure: 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: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: December 2007, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 53 1653S, Location: 07-LA-605-R8.37-NRW (Lat: 33.925000, Lng: -118.103333), Route carried "on" structure: Ramp Interstate 605, Year Built: 1992, Status: Open, Structure Length: 7.16m (23.49ft), Average Daily Traffic: 254,500 (year 2003), Average Future Daily Traffic: 277,639 (year 2029), Design Load: HS 20+Mod, Features Intersected: FIRESTONE BLVD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 8.370, Lanes on structure: 2, Lanes under structure: 6, Base Highway Network: Yes (Inventory Route: 6, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Material/Design: Prestressed concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 3, Length of Maximum Span: 40.5m (132.9ft), Curb-To-Curb Width: 9.8m (32.2ft), Out-to-Out Width: 10.8m (35.4ft) 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: 32.6 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, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: December 2007, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 53 1654, Location: 07-LA-605-R8.91-NRW (Lat: 33.930000, Lng: -118.101667), Route carried "on" structure: Interstate 605, Year Built: 1966, Year Reconstructed: 1985, Status: Open, Structure Length: 3.81m (12.50ft), Average Daily Traffic: 262,670 (year 2006), Truck Traffic: 6%, Average Future Daily Traffic: 302,978 (year 2029), Design Load: HS 20, Features Intersected: CECILIA STREET Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 8.910, Lanes on structure: 13, Lanes under structure: 2, Base Highway Network: Yes (Inventory Route: 6, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 51.2m (168.0ft), Skew: 22 degrees, Material/Design: Concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 3, Length of Maximum Span: 20.4m (66.9ft), Curb-To-Curb Width: 51.2m (168.0ft), Out-to-Out Width: 52.8m (173.2ft) 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: Meets minimum limits, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Superior to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: December 2007, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 53 2089M, Location: 07-LA-605-R6.08-NRW (Lat: 33.891667, Lng: -118.101667), Route carried "on" structure: Interstate 605, Year Built: 1966, Year Reconstructed: 1992, Status: Open, Structure Length: 0.79m (2.59ft), Average Daily Traffic: 213,100 (year 1998), Truck Traffic: 6%, Average Future Daily Traffic: 261,098 (year 2029), Design Load: HS 20, Features Intersected: BARNWALL STREET DRAIN Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 6.080, Lanes on structure: 14, Base Highway Network: Yes (Inventory Route: 6, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 60.8m (199.5ft), Skew: 30 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: 59.6m (195.5ft) 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: Superior to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: October 2007 Find on map >>
Structure Number: 53 2090M, Location: 07-LA-605-R7.09-NRW (Lat: 33.905000, Lng: -118.101667), Route carried "on" structure: Interstate 605, Year Built: 1962, Status: Open, Structure Length: 1.01m (3.31ft), Average Daily Traffic: 157,000 (year 1998), Truck Traffic: 2%, Average Future Daily Traffic: 1 (year 2025), Design Load: HS 20, Features Intersected: LEFFINGWELL RD DRAIN Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 7.090, Base Highway Network: Yes (Inventory Route: 6, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 71.6m (234.9ft), Skew: 31 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.0m (9.8ft), Curb-To-Curb Width: 71.6m (234.9ft) Condition: Channel: Very good, Culverts: Very good, Operating Rating: 53.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.6 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: Superior to present desirable criteria, Inspection Date: September 2003 Find on map >>
Structure Number: 53 2594, Location: 07-LA-605-R7.61-NRW (Lat: 33.913333, Lng: -118.101667), Route carried "on" structure: Interstate 605, Year Built: 1992, Status: Open, Structure Length: 8.05m (26.41ft), Average Daily Traffic: 262,670 (year 2006), Truck Traffic: 2%, Average Future Daily Traffic: 302,978 (year 2029), Design Load: HS 20+Mod, Features Intersected: ROUTE 105 & LRT Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 7.610, Lanes on structure: 12, Lanes under structure: 6, Base Highway Network: Yes (Inventory Route: 6, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 48.8m (160.1ft), Skew: 31 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 2, Length of Maximum Span: 43.6m (143.0ft), Curb-To-Curb Width: 51.7m (169.6ft), Out-to-Out Width: 53.4m (175.2ft) 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: 32.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present desirable criteria, Underclear: High priority of corrective action, Approach Roadway Alignment: Superior to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2007, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 53 2594S, Location: 07-LA-605-R7.61-NRW (Lat: 33.916667, Lng: -118.101667), Route carried "on" structure: Bypass Interstate 605, Year Built: 1992, Status: Open, Structure Length: 8.20m (26.90ft), Average Daily Traffic: 8,500 (year 2006), Truck Traffic: 2%, Average Future Daily Traffic: 9,712 (year 2029), Design Load: HS 20+Mod, Features Intersected: ROUTE 105 & LRT Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 7.610, Lanes on structure: 2, Lanes under structure: 6, Base Highway Network: Yes (Inventory Route: 6, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Number Of Approach Spans: 36, Length of Maximum Span: 44.8m (147.0ft), Curb-To-Curb Width: 9.8m (32.2ft), Out-to-Out Width: 10.8m (35.4ft) Condition: Deck: Good, Superstructure: Very good, Substructure: 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: Meets minimum limits, Underclear: High priority of corrective action, 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: 53 2674S, Location: 07-LA-005-4.87-NRW (Lat: 33.916667, Lng: -118.078333), Route carried "on" structure: Bypass Interstate 5, Year Built: 1954, Status: Open, Structure Length: 1.22m (4.00ft), Average Daily Traffic: 1,700 (year 1998), Truck Traffic: 2%, Average Future Daily Traffic: 2,095 (year 2029), Design Load: HS 20, Features Intersected: BOMBARDIER AVENUE DRAIN Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.870, Lanes on structure: 1, Base Highway Network: Yes (, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 7.0m (23.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 6, Length of Maximum Span: 1.8m (5.9ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 0.0m, Curb-To-Curb Width: 7.0m (23.0ft) 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: High priority of corrective action, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: Febuary 2007, Deck Structure Type: Concrete Cast-file-Place Find on map >>
Structure Number: 53 2697H, Location: 07-LA-605-R7.66-NRW (Lat: 33.915000, Lng: -118.110000), Route carried "on" structure: Ramp Interstate 605, Year Built: 1987, Status: Open, Structure Length: 11.58m (37.99ft), Average Daily Traffic: 25,450 (year 2006), Truck Traffic: 2%, Average Future Daily Traffic: 26,680 (year 2029), Design Load: HS 20+Mod, Features Intersected: SAN GABRIEL RV/SERVICE R Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 7.660, Lanes on structure: 4, Base Highway Network: Yes (Inventory Route: 6, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 19.2m (63.0ft), Material/Design: Prestressed concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 3, Length of Maximum Span: 45.4m (149.0ft), Curb-To-Curb Width: 19.1m (62.7ft), Out-to-Out Width: 20.1m (65.9ft) Condition: Deck: Good, Superstructure: Very 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: 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: 53 2699G, Location: 07-LA-605-R6.81-NRW (Lat: 33.901667, Lng: -118.101667), Route carried "on" structure: Ramp Interstate 605, Year Built: 1992, Status: Open, Structure Length: 13.56m (44.49ft), Average Daily Traffic: 26,260 (year 2005), Average Future Daily Traffic: 30,399 (year 2029), Design Load: HS 20+Mod, Features Intersected: ROSECRANS AVE Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 6.810, Lanes on structure: 3, Lanes under structure: 5, Base Highway Network: Yes (Inventory Route: 6, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 15.8m (51.8ft), Material/Design: Prestressed concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 3, Length of Maximum Span: 48.8m (160.1ft), Curb-To-Curb Width: 14.9m (48.9ft), Out-to-Out Width: 15.8m (51.8ft) 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: 32.6 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, Underclear: Meets minimum limits, 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: 53 2700G, Location: 07-LA-605-R7.5-NRW (Lat: 33.913333, Lng: -118.101667), Route carried "on" structure: Ramp Interstate 605, Year Built: 1992, Status: Open, Structure Length: 68.15m (223.59ft), Average Daily Traffic: 15,500 (year 2006), Truck Traffic: 2%, Average Future Daily Traffic: 17,752 (year 2029), Design Load: HS 20+Mod, Features Intersected: E105-N605 CONNECTOR Minimum Vertical Clearance: 5.86m (19.23ft), Kilometerpoint: 7.500, Lanes on structure: 2, Lanes under structure: 21, Base Highway Network: Yes (Inventory Route: 6, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Material/Design: Prestressed concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 13, Length of Maximum Span: 62.8m (206.0ft), Curb-To-Curb Width: 11.7m (38.4ft), Out-to-Out Width: 12.8m (42.0ft) Condition: Deck: Good, Superstructure: Very good, Substructure: 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, Underclear: High priority of corrective action, 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: 53 2702G, Location: 07-LA-105-17.64-NRW (Lat: 33.913333, Lng: -118.096667), Route carried "on" structure: Interstate 105, Year Built: 1993, Status: Open, Structure Length: 64.53m (211.71ft), Average Daily Traffic: 115,000 (year 2006), Truck Traffic: 8%, Average Future Daily Traffic: 128,373 (year 2028), Design Load: HS 20+Mod, Features Intersected: RUT 105, IMPHWY, RUT605 Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 17.640, Lanes on structure: 2, Lanes under structure: 13, Base Highway Network: Yes (Inventory Route: 6, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 21.0m (68.9ft), Material/Design: Prestressed concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 12, Length of Maximum Span: 61.0m (200.1ft), Curb-To-Curb Width: 12.0m (39.4ft), Out-to-Out Width: 12.4m (40.7ft) 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: Equal to present minimum criteria, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2006, Deck Structure Type: Concrete Cast-file-Place Find on map >>
Structure Number: 53 2703G, Location: 07-LA-105-R17.77-NRW (Lat: 33.910000, Lng: -118.101667), Route carried "on" structure: Ramp Interstate 105, Year Built: 1990, Status: Open, Structure Length: 6.71m (22.01ft), Average Daily Traffic: 20,500 (year 2006), Truck Traffic: 1%, Average Future Daily Traffic: 22,080 (year 2028), Design Load: HS 20+Mod, Features Intersected: FOSTER ROAD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 17.770, Lanes on structure: 3, Lanes under structure: 4, Base Highway Network: Yes (Inventory Route: 1, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 14.9m (48.9ft), Material/Design: Prestressed concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 3, Length of Maximum Span: 23.2m (76.1ft), Curb-To-Curb Width: 15.0m (49.2ft), Out-to-Out Width: 16.1m (52.8ft) 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: Superior to present desirable criteria, Underclear: High priority of corrective action, Approach Roadway Alignment: Superior to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2006, Deck Structure Type: Concrete Cast-file-Place Find on map >>
Structure Number: 53 2704G, Location: 07-LA-105-R17.78-NRW (Lat: 33.905000, Lng: -118.105000), Route carried "on" structure: Ramp Interstate 105, Year Built: 1987, Status: Open, Structure Length: 15.91m (52.20ft), Average Daily Traffic: 20,500 (year 2006), Truck Traffic: 6%, Average Future Daily Traffic: 22,080 (year 2028), Design Load: HS 20+Mod, Features Intersected: S605 ROSECRANS AV OFFRMP Minimum Vertical Clearance: 5.18m (16.99ft), Kilometerpoint: 17.780, Lanes on structure: 2, Lanes under structure: 8, Base Highway Network: Yes (Inventory Route: 1, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Material/Design: Prestressed concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 4, Length of Maximum Span: 42.7m (140.1ft), Curb-To-Curb Width: 11.7m (38.4ft), Out-to-Out Width: 12.8m (42.0ft) 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: Superior to present desirable criteria, Underclear: Superior to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2006, Deck Structure Type: Concrete Cast-file-Place Find on map >>
Structure Number: 53 2705F, Location: 07-LA-605-R8.04-NRW (Lat: 33.918333, Lng: -118.103333), Route carried "on" structure: Ramp Interstate 605, Year Built: 1992, Status: Open, Structure Length: 4.97m (16.31ft), Average Daily Traffic: 26,267 (year 2006), Average Future Daily Traffic: 30,298 (year 2029), Design Load: HS 20+Mod, Features Intersected: FIRESTONE BL-S605 ON-RMP Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 8.040, Lanes on structure: 3, Lanes under structure: 1, Base Highway Network: Yes (Inventory Route: 6, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 9.4m (30.8ft), Skew: 7 degrees, Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 49.7m (163.1ft), Curb-To-Curb Width: 19.2m (63.0ft), Out-to-Out Width: 20.2m (66.3ft) Condition: Deck: Fair, Superstructure: Good, Substructure: 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: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Superior to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2007, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 53 2706F, Location: 07-LA-605-R7.94-NRW (Lat: 33.918333, Lng: -118.103333), Route carried "on" structure: Ramp Interstate 605, Year Built: 1992, Status: Open, Structure Length: 13.72m (45.01ft), Average Daily Traffic: 24,500 (year 2006), Truck Traffic: 2%, Average Future Daily Traffic: 26,680 (year 2029), Design Load: HS 20+Mod, Features Intersected: IMPERIAL HIGHWAY Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 7.940, Lanes on structure: 2, Lanes under structure: 8, Base Highway Network: Yes (Inventory Route: 6, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 11.9m (39.0ft), Material/Design: Prestressed concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 3, Length of Maximum Span: 50.3m (165.0ft), Curb-To-Curb Width: 11.7m (38.4ft), Out-to-Out Width: 12.8m (42.0ft) 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: Meets minimum limits, 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: 53 2719G, Location: 07-LA-105-R17.66-NRW (Lat: 33.913333, Lng: -118.105000), Route carried "on" structure: Ramp Interstate 105, Year Built: 1987, Status: Open, Structure Length: 6.25m (20.51ft), Average Daily Traffic: 10,000 (year 2006), Truck Traffic: 2%, Average Future Daily Traffic: 12,837 (year 2028), Design Load: HS 20+Mod, Features Intersected: MET. RAIL PARK./FLATBUSH Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 17.660, Lanes on structure: 2, Base Highway Network: Yes (Inventory Route: 1, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 12.0m (39.4ft), Skew: 9 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 3, Length of Maximum Span: 25.0m (82.0ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 0.5m (1.6ft), Curb-To-Curb Width: 12.0m (39.4ft), Out-to-Out Width: 12.8m (42.0ft) 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: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2006, Deck Structure Type: Concrete Cast-file-Place Find on map >>
Structure Number: 53 2759, Location: 07-LA-105-R17.91-NRW (Lat: 33.916667, Lng: -118.101667), Route carried "on" structure: City street , Year Built: 1993, Status: Open, Structure Length: 4.27m (14.01ft), Average Daily Traffic: 1,000 (year 1998), Truck Traffic: 2%, Average Future Daily Traffic: 1,567 (year 2028), Design Load: HS 20+Mod, Features Intersected: I 105 & LRT, Facility Carried by Structure: HOXIE AVE Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 4, Lanes under structure: 8, Owner: State Highway Agency, Approaching Roadway Width: 18.9m (62.0ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 42.1m (138.1ft), Curb or Sidewalk Widths: Left: 1.8m (5.9ft), Right: 1.8m (5.9ft), Curb-To-Curb Width: 18.9m (62.0ft), Out-to-Out Width: 23.2m (76.1ft) 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: Equal to present minimum criteria, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2006, Deck Structure Type: Concrete Cast-file-Place Find on map >>
Structure Number: 53C0338, Location: 0.6 MI E SN GBRIEL RIV FW (Lat: 33.920000, Lng: -118.095000), Route carried "on" structure: City street L164, Year Built: 1954, Status: Open, Structure Length: 1.31m (4.30ft), Average Daily Traffic: 45,434 (year 2005), Truck Traffic: 5%, Average Future Daily Traffic: 54,520 (year 2025), Design Load: HS 20, Features Intersected: FIRESTONE BLVD OH(SPTCO), Facility Carried by Structure: FIRESTONE BLVD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 5, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 24.4m (80.1ft), Skew: 20 degrees, Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 11.6m (38.1ft), Curb or Sidewalk Widths: Left: 0.4m (1.3ft), Right: 1.9m (6.2ft), Curb-To-Curb Width: 24.2m (79.4ft), Out-to-Out Width: 27.0m (88.6ft) Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Operating Rating: 90.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 54.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: Meets minimum limits, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2007, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 53C0339, Location: 0.8 MI E SAN GABL RIV FRW (Lat: 33.920000, Lng: -118.093333), Route carried "on" structure: City street L164, Year Built: 1954, Status: Open, Structure Length: 0.88m (2.89ft), Average Daily Traffic: 45,434 (year 2005), Truck Traffic: 5%, Average Future Daily Traffic: 54,520 (year 2025), Design Load: HS 20, Features Intersected: LONGVEST DRAIN BRIDGE, Facility Carried by Structure: FIRESTONE BLVD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 5, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 24.4m (80.1ft), Skew: 23 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 4, Length of Maximum Span: 1.8m (5.9ft), Curb or Sidewalk Widths: Left: 3.0m (9.8ft), Right: 1.7m (5.6ft), Curb-To-Curb Width: 24.1m (79.1ft), Out-to-Out Width: 31.4m (103.0ft) Condition: Channel: Fair, 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 minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2007 Find on map >>
Structure Number: 53C034, Location: 0.5 MI SE SAN ANTONIO DR (Lat: 33.906667, Lng: -118.068333), Route carried "on" structure: City street L164, Year Built: 1934, Year Reconstructed: 1950, Status: Open, Structure Length: 0.76m (2.49ft), Average Daily Traffic: 24,846 (year 2005), Truck Traffic: 1%, Average Future Daily Traffic: 31,237 (year 2029), Design Load: HS 20, Features Intersected: SILVERBOW STORM DRAIN, Facility Carried by Structure: FIRESTONE BLVD 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), Skew: 20 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 4, Length of Maximum Span: 1.8m (5.9ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 3.7m (12.1ft), Curb-To-Curb Width: 19.5m (64.0ft), Out-to-Out Width: 23.2m (76.1ft) 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: Meets minimum limits, 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 Discuss this city on our hugely popular California forum Back to: Norwalk, CA, California, All US cities.
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