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Bridge Statistics for Rosemead, California (CA) - Condition, Traffic, Stress, Structural Evaluation, Project CostsBack to: Rosemead, CA, California, California forum, All US cities. National Bridge Inventory (NBI) Statistics Number of bridges: 45 Total length: 157 meters (515ft) Total costs: $2,173,000 Total average daily traffic: 2,307,814 Total average daily truck traffic: 104,568 National Bridge Inventory (NBI) Registered Bridges for Rosemead
Bridge Condition - Deck Bridge Condition - Superstructure Bridge Condition - Substructure Bridge Condition - Channel Find on map >>
Structure Number: 53 0010K, Location: 07-LA-010-26.84-RSMD (Lat: 34.071667, Lng: -118.071667), Route carried "on" structure: Ramp Interstate 10, Year Built: 1951, Status: Open, Structure Length: 5.30m (17.39ft), Average Daily Traffic: 13,500 (year 1998), Truck Traffic: 2%, Average Future Daily Traffic: 16,281 (year 2029), Design Load: HS 20, Features Intersected: SR 164 (ROSEMEAD BL) Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 26.840, Lanes on structure: 2, Lanes under structure: 6, Owner: State Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 4, Length of Maximum Span: 15.8m (51.8ft), Curb or Sidewalk Widths: Left: 0.6m (2.0ft), Right: 1.2m (3.9ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 10.8m (35.4ft) Condition: Deck: Good, 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: High priority of corrective action, Underclear: Meets minimum limits, Approach Roadway Alignment: Superior to present desirable criteria, Length Of Structure Improvement: 5.30m (17.39ft), Designated Inspection Frequency: Every 48 months, Inspection Date: Febuary 2007, Bridge Improvement Cost: $687,000, Roadway Improvement Cost: $69,000, Total Project Cost: $1,030,000, Deck Structure Type: Concrete Cast-file-Place Find on map >>
Structure Number: 53 0010L, Location: 07-LA-010-26.84-RSMD (Lat: 34.071667, Lng: -118.071667), Route carried "on" structure: Interstate 10, Year Built: 1953, Year Reconstructed: 1972, Status: Open, Structure Length: 5.55m (18.21ft), Average Daily Traffic: 108,950 (year 1997), Truck Traffic: 6%, Average Future Daily Traffic: 131,028 (year 2029), Design Load: HS 20, Features Intersected: SR 164 Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 26.840, Lanes on structure: 5, Lanes under structure: 6, Base Highway Network: Yes (, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 23.2m (76.1ft), Skew: 20 degrees, Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 4, Length of Maximum Span: 25.9m (85.0ft), Curb or Sidewalk Widths: Left: 0.6m (2.0ft), Right: 0.0m, Curb-To-Curb Width: 23.4m (76.8ft), Out-to-Out Width: 24.6m (80.7ft) Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Operating Rating: 99.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 61.6 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: Febuary 2007, Deck Structure Type: Concrete Cast-file-Place Find on map >>
Structure Number: 53 0010R, Location: 07-LA-010-26.84-RSMD (Lat: 34.071667, Lng: -118.071667), Route carried "on" structure: Interstate 10, Year Built: 1953, Year Reconstructed: 1972, Status: Open, Structure Length: 5.55m (18.21ft), Average Daily Traffic: 124,500 (year 2000), Truck Traffic: 5%, Average Future Daily Traffic: 147,709 (year 2029), Design Load: HS 20, Features Intersected: SR 164 Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 26.840, Lanes on structure: 5, Lanes under structure: 6, Base Highway Network: Yes (, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 23.2m (76.1ft), Skew: 20 degrees, Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 4, Length of Maximum Span: 25.9m (85.0ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 0.6m (2.0ft), Curb-To-Curb Width: 23.2m (76.1ft), Out-to-Out Width: 24.4m (80.1ft) 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: 49.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Underclear: Meets minimum limits, Approach Roadway Alignment: Superior to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2007, Deck Structure Type: Concrete Cast-file-Place Find on map >>
Structure Number: 53 0010S, Location: 07-LA-010-26.84-RSMD (Lat: 34.071667, Lng: -118.071667), Route carried "on" structure: Ramp Interstate 10, Year Built: 1951, Status: Open, Structure Length: 5.88m (19.29ft), Average Daily Traffic: 16,300 (year 1998), Truck Traffic: 2%, Average Future Daily Traffic: 12,777 (year 2029), Design Load: HS 20, Features Intersected: SR 164 (ROSEMEAD BL) Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 26.840, Lanes on structure: 2, Lanes under structure: 6, Owner: State Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 4, Length of Maximum Span: 18.9m (62.0ft), Curb or Sidewalk Widths: Left: 0.6m (2.0ft), Right: 1.2m (3.9ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 10.8m (35.4ft) Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 63.5 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: Meets minimum limits, Approach Roadway Alignment: Superior to present desirable criteria, Length Of Structure Improvement: 5.88m (19.29ft), Designated Inspection Frequency: Every 48 months, Inspection Date: Febuary 2007, Bridge Improvement Cost: $762,000, Roadway Improvement Cost: $76,000, Total Project Cost: $1,143,000, Deck Structure Type: Concrete Cast-file-Place Find on map >>
Structure Number: 53 0571L, Location: 07-LA-010-26.73-RSMD (Lat: 34.071667, Lng: -118.075000), Route carried "on" structure: Interstate 10, Year Built: 1953, Year Reconstructed: 1972, Status: Open, Structure Length: 2.56m (8.40ft), Average Daily Traffic: 124,500 (year 2000), Truck Traffic: 5%, Average Future Daily Traffic: 147,709 (year 2029), Design Load: HS 20, Features Intersected: RUBIO WASH Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 26.730, Lanes on structure: 6, Base Highway Network: Yes (, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 29.0m (95.1ft), Skew: 13 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 23.8m (78.1ft), Curb or Sidewalk Widths: Left: 0.6m (2.0ft), Right: 0.0m, Curb-To-Curb Width: 29.0m (95.1ft), Out-to-Out Width: 30.2m (99.1ft) Condition: Deck: Fair, Superstructure: Good, Substructure: Good, Channel: Very good, Operating Rating: 58.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 34.4 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: Superior to present desirable criteria, Designated Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 48 months, Inspection Date: Febuary 2007, Other Special 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 0571R, Location: 07-LA-010-26.73-RSMD (Lat: 34.071667, Lng: -118.075000), Route carried "on" structure: Interstate 10, Year Built: 1953, Year Reconstructed: 1972, Status: Open, Structure Length: 2.83m (9.28ft), Average Daily Traffic: 124,500 (year 2000), Truck Traffic: 5%, Average Future Daily Traffic: 147,709 (year 2029), Design Load: HS 20, Features Intersected: RUBIO WASH Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 26.730, Lanes on structure: 6, Base Highway Network: Yes (, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 29.3m (96.1ft), Skew: 13 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 26.8m (87.9ft), Curb-To-Curb Width: 29.9m (98.1ft), Out-to-Out Width: 30.8m (101.0ft) Condition: Deck: Fair, Superstructure: Good, Substructure: Good, Channel: Very good, Operating Rating: 59.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 35.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Superior to present desirable criteria, Designated Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 48 months, Inspection Date: Febuary 2007, Other Special Inspection Date: December 2007, Deck Structure Type: Concrete Cast-file-Place Find on map >>
Structure Number: 53 0653L, Location: 07-LA-010-25.5-RSMD (Lat: 34.071667, Lng: -118.095000), Route carried "on" structure: Interstate 10, Year Built: 1953, Year Reconstructed: 1972, Status: Open, Structure Length: 2.29m (7.51ft), Average Daily Traffic: 124,500 (year 2000), Truck Traffic: 5%, Average Future Daily Traffic: 147,709 (year 2029), Design Load: HS 20, Features Intersected: ALHAMBRA WASH Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 25.500, Lanes on structure: 5, Base Highway Network: Yes (, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 25.3m (83.0ft), Skew: 13 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 21.3m (69.9ft), Curb or Sidewalk Widths: Left: 0.3m (1.0ft), Right: 0.0m, Curb-To-Curb Width: 25.0m (82.0ft), Out-to-Out Width: 26.5m (86.9ft) Condition: Deck: Fair, Superstructure: Satisfactory, Substructure: Good, Channel: 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 minimum criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Superior to present desirable criteria, Designated Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 48 months, Inspection Date: Febuary 2007, Other Special 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 0653R, Location: 07-LA-010-25.5-RSMD (Lat: 34.071667, Lng: -118.095000), Route carried "on" structure: Interstate 10, Year Built: 1953, Year Reconstructed: 1972, Status: Open, Structure Length: 2.29m (7.51ft), Average Daily Traffic: 124,500 (year 2000), Truck Traffic: 5%, Average Future Daily Traffic: 147,709 (year 2029), Design Load: HS 20, Features Intersected: ALHAMBRA WASH Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 25.500, Lanes on structure: 5, Base Highway Network: Yes (, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 25.3m (83.0ft), Skew: 13 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 21.3m (69.9ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 0.3m (1.0ft), Curb-To-Curb Width: 25.0m (82.0ft), Out-to-Out Width: 26.5m (86.9ft) Condition: Deck: Fair, 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: Better than present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Superior to present desirable criteria, Designated Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 48 months, Inspection Date: Febuary 2007, Other Special 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 0654K, Location: 07-LA-010-25.84-RSMD (Lat: 34.071667, Lng: -118.090000), Route carried "on" structure: Bypass Interstate 10, Year Built: 1953, Status: Open, Structure Length: 2.41m (7.91ft), Average Daily Traffic: 5,900 (year 1998), Truck Traffic: 2%, Average Future Daily Traffic: 6,391 (year 2029), Design Load: HS 20, Features Intersected: SAN GABRIEL BLVD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 25.840, Lanes on structure: 1, Lanes under structure: 4, Base Highway Network: Yes (, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 2, Length of Maximum Span: 11.9m (39.0ft), Curb or Sidewalk Widths: Left: 0.6m (2.0ft), Right: 0.6m (2.0ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 10.3m (33.8ft) Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 78.0 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: High priority of replacement, Underclear: Meets minimum limits, Approach Roadway Alignment: Superior to present desirable criteria, Designated Inspection Frequency: Every 48 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 0654L, Location: 07-LA-010-25.84-RSMD (Lat: 34.071667, Lng: -118.090000), Route carried "on" structure: Interstate 10, Year Built: 1953, Year Reconstructed: 1972, Status: Open, Structure Length: 2.47m (8.10ft), Average Daily Traffic: 124,500 (year 2000), Truck Traffic: 5%, Average Future Daily Traffic: 147,709 (year 2029), Design Load: HS 20, Features Intersected: SAN GABRIEL BLVD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 25.840, Lanes on structure: 5, Lanes under structure: 4, Base Highway Network: Yes (, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 23.5m (77.1ft), Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 2, Length of Maximum Span: 24.1m (79.1ft), Curb or Sidewalk Widths: Left: 0.6m (2.0ft), Right: 0.0m, Curb-To-Curb Width: 23.4m (76.8ft), Out-to-Out Width: 24.7m (81.0ft) Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Operating Rating: 66.2 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: Febuary 2007, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 53 0654R, Location: 07-LA-010-25.84-RSMD (Lat: 34.071667, Lng: -118.090000), Route carried "on" structure: Interstate 10, Year Built: 1953, Year Reconstructed: 1972, Status: Open, Structure Length: 2.44m (8.01ft), Average Daily Traffic: 124,500 (year 2000), Truck Traffic: 5%, Average Future Daily Traffic: 147,709 (year 2029), Design Load: HS 20, Features Intersected: SAN GABRIEL BLVD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 25.840, Lanes on structure: 5, Lanes under structure: 4, Base Highway Network: Yes (, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 23.5m (77.1ft), Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 2, Length of Maximum Span: 24.1m (79.1ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 0.6m (2.0ft), Curb-To-Curb Width: 23.4m (76.8ft), Out-to-Out Width: 24.7m (81.0ft) Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Operating Rating: 66.2 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: Febuary 2007, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 53 0654S, Location: 07-LA-010-25.84-RSMD (Lat: 34.071667, Lng: -118.090000), Route carried "on" structure: Bypass Interstate 10, Year Built: 1953, Status: Open, Structure Length: 2.41m (7.91ft), Average Daily Traffic: 9,400 (year 1998), Truck Traffic: 2%, Average Future Daily Traffic: 10,268 (year 2029), Design Load: HS 20, Features Intersected: SAN GABRIEL BLVD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 25.840, Lanes on structure: 1, Lanes under structure: 4, Base Highway Network: Yes (, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 2, Length of Maximum Span: 11.9m (39.0ft), Curb or Sidewalk Widths: Left: 0.6m (2.0ft), Right: 0.6m (2.0ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 10.3m (33.8ft) Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Operating Rating: 78.0 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: Equal to present minimum criteria, Deck Geometry: High priority of replacement, Underclear: Meets minimum limits, Approach Roadway Alignment: Superior to present desirable criteria, Designated Inspection Frequency: Every 48 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 0655L, Location: 07-LA-010-26.34-RSMD (Lat: 34.071667, Lng: -118.080000), Route carried "on" structure: Interstate 10, Year Built: 1953, Year Reconstructed: 1972, Status: Open, Structure Length: 2.44m (8.01ft), Average Daily Traffic: 124,500 (year 2000), Truck Traffic: 5%, Average Future Daily Traffic: 147,709 (year 2029), Design Load: HS 20, Features Intersected: WALNUT GROVE AVE Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 26.340, Lanes on structure: 6, Lanes under structure: 4, Base Highway Network: Yes (, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 30.8m (101.0ft), Skew: 20 degrees, Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 2, Length of Maximum Span: 23.2m (76.1ft), Curb-To-Curb Width: 31.0m (101.7ft), Out-to-Out Width: 32.2m (105.6ft) Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Operating Rating: 66.2 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: 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 0655R, Location: 07-LA-010-26.34-RSMD (Lat: 34.071667, Lng: -118.080000), Route carried "on" structure: Interstate 10, Year Built: 1953, Year Reconstructed: 1972, Status: Open, Structure Length: 2.47m (8.10ft), Average Daily Traffic: 124,500 (year 2000), Truck Traffic: 5%, Average Future Daily Traffic: 147,709 (year 2029), Design Load: HS 20, Features Intersected: WALNUT GROVE AVE Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 26.340, Lanes on structure: 6, Lanes under structure: 4, Base Highway Network: Yes (, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 28.7m (94.2ft), Skew: 20 degrees, Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 2, Length of Maximum Span: 24.1m (79.1ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 0.3m (1.0ft), Curb-To-Curb Width: 29.0m (95.1ft), Out-to-Out Width: 29.8m (97.8ft) Condition: Deck: Satisfactory, Superstructure: Very good, Substructure: Good, Operating Rating: 66.2 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: Meets minimum limits, Approach Roadway Alignment: Equal 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 1764, Location: 07-LA-060-R8.55-RSMD (Lat: 34.040000, Lng: -118.080000), Route carried "on" structure: County highway L364, Year Built: 1967, Year Reconstructed: 1991, Status: Open, Structure Length: 6.55m (21.49ft), Average Daily Traffic: 16,000 (year 2003), Truck Traffic: 5%, Average Future Daily Traffic: 24,730 (year 2029), Design Load: HS 20, Features Intersected: ROUTE 60, Facility Carried by Structure: SAN GABRIEL BLVD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 5, Lanes under structure: 11, Owner: State Highway Agency, Approaching Roadway Width: 21.9m (71.9ft), Material/Design: Concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 2, Length of Maximum Span: 33.8m (110.9ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 0.6m (2.0ft), Curb-To-Curb Width: 21.9m (71.9ft), Out-to-Out Width: 28.9m (94.8ft) 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: 32.6 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: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: July 2007, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 53 2147M, Location: 07-LA-060-R8.32-RSMD (Lat: 34.045000, Lng: -118.083333), Route carried "on" structure: State highway 60, Year Built: 1967, Status: Open, Structure Length: 0.79m (2.59ft), Average Daily Traffic: 245,000 (year 1998), Average Future Daily Traffic: 350,337 (year 2029), Design Load: HS 20, Features Intersected: ARROYO DRIVE DRAIN Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 8.320, Lanes on structure: 9, Base Highway Network: Yes (, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 45.7m (149.9ft), Skew: 33 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: 45.7m (149.9ft), Out-to-Out Width: 49.5m (162.4ft) Condition: Channel: Very good, Culverts: Very good, Operating Rating: 53.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: July 2007 Find on map >>
Structure Number: 53C0034, Location: 100' S GARVEY AVE (Lat: 34.061667, Lng: -118.090000), Route carried "on" structure: City street L364, Year Built: 1935, Year Reconstructed: 1955, Status: Open, Structure Length: 2.90m (9.51ft), Average Daily Traffic: 23,464 (year 2003), Truck Traffic: 7%, Average Future Daily Traffic: 28,724 (year 2029), Design Load: H 20, Features Intersected: ALHAMBRA WASH, Facility Carried by Structure: SAN GABRIEL BLVD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 4, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 23.2m (76.1ft), Skew: 6 degrees, Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 26.8m (87.9ft), Curb or Sidewalk Widths: Left: 1.6m (5.2ft), Right: 1.6m (5.2ft), Curb-To-Curb Width: 23.3m (76.4ft), Out-to-Out Width: 26.8m (87.9ft) Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Excellent, Operating Rating: 40.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 25.4 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, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2007, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 53C0147, Location: 100' W/O SAN GABRIEL BLVD (Lat: 34.063333, Lng: -118.091667), Route carried "on" structure: City street L360, Year Built: 1935, Status: Open, Structure Length: 1.55m (5.09ft), Average Daily Traffic: 29,200 (year 2003), Truck Traffic: 7%, Average Future Daily Traffic: 35,747 (year 2029), Features Intersected: ALHAMBRA WASH, Facility Carried by Structure: GARVEY AVE Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 4, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 23.2m (76.1ft), Skew: 2 degrees, Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 14.0m (45.9ft), Curb or Sidewalk Widths: Left: 3.5m (11.5ft), Right: 3.5m (11.5ft), Curb-To-Curb Width: 23.1m (75.8ft), Out-to-Out Width: 31.2m (102.4ft) Condition: Deck: Fair, Superstructure: Good, Substructure: Fair, Channel: Excellent, Operating Rating: 59.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 35.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Superior to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2007, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 53C0148, Location: 1/8 MI W/O ROSEMEAD BLVD (Lat: 34.063333, Lng: -118.068333), Route carried "on" structure: City street L360, Year Built: 1936, Status: Open, Structure Length: 19.96m (65.49ft), Average Daily Traffic: 22,400 (year 2003), Truck Traffic: 4%, Average Future Daily Traffic: 27,423 (year 2029), Features Intersected: RIO HONDO, Facility Carried by Structure: GARVEY AVE Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 4, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 23.2m (76.1ft), Skew: 4 degrees, Material/Design: Concrete continuous, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 11, Length of Maximum Span: 20.4m (66.9ft), Curb or Sidewalk Widths: Left: 0.9m (3.0ft), Right: 0.9m (3.0ft), Curb-To-Curb Width: 13.1m (43.0ft), Out-to-Out Width: 15.8m (51.8ft) Condition: Deck: Poor, Superstructure: Fair, Substructure: Good, Channel: Excellent, Operating Rating: 34.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 20.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: High priority of replacement, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2007, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 53C0259, Location: 500' W ROSEMEAD BLVD (Lat: 34.071667, Lng: -118.073333), Route carried "on" structure: City street L358, Year Built: 1952, Status: Open, Structure Length: 2.83m (9.28ft), Average Daily Traffic: 4,700 (year 2000), Truck Traffic: 2%, Average Future Daily Traffic: 5,873 (year 2029), Design Load: HS 20, Features Intersected: RUBIO WASH, Facility Carried by Structure: RAMONA BLVD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Skew: 4 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 26.8m (87.9ft), Curb or Sidewalk Widths: Left: 1.6m (5.2ft), Right: 0.0m, Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 11.3m (37.1ft) Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Channel: Excellent, Operating Rating: 50.2 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, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 48 months, Inspection Date: March 2007, Other Special Inspection Date: November 2007, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 53C0346, Location: 1/2 MI W OF ROSEMEAD BLVD (Lat: 34.080000, Lng: -118.081667), Route carried "on" structure: City street L353, Year Built: 1926, Year Reconstructed: 1954, Status: Open, Structure Length: 1.28m (4.20ft), Average Daily Traffic: 25,830 (year 2003), Truck Traffic: 4%, Average Future Daily Traffic: 31,622 (year 2029), Design Load: H 20, Features Intersected: RUBIO WASH, Facility Carried by Structure: VALLEY BLVD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 4, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 23.2m (76.1ft), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 12.2m (40.0ft), Curb or Sidewalk Widths: Left: 1.8m (5.9ft), Right: 1.8m (5.9ft), Curb-To-Curb Width: 23.3m (76.4ft), Out-to-Out Width: 27.3m (89.6ft) Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Excellent, Operating Rating: 47.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 28.4 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: March 2007, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 53C0584, Location: 1 MI W ROSEMEAD BLVD (Lat: 34.090000, Lng: -118.086667), Route carried "on" structure: City street Q473, Year Built: 1927, Year Reconstructed: 1974, Status: Open, Structure Length: 1.71m (5.61ft), Average Daily Traffic: 15,600 (year 2003), Truck Traffic: 4%, Average Future Daily Traffic: 19,097 (year 2029), Design Load: HS 20, Features Intersected: RUBIO WASH, Facility Carried by Structure: MISSION DRIVE 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: 3 degrees, Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 16.2m (53.1ft), Curb or Sidewalk Widths: Left: 2.4m (7.9ft), Right: 2.4m (7.9ft), Curb-To-Curb Width: 19.5m (64.0ft), Out-to-Out Width: 25.0m (82.0ft) Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Excellent, Operating Rating: 51.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: 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: March 2007, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 53C0598, Location: 3/4 MI N OF POMONA FWY (Lat: 34.050000, Lng: -118.080000), Route carried "on" structure: City street Q501, Year Built: 1937, Year Reconstructed: 1969, Status: Open, Structure Length: 1.80m (5.91ft), Average Daily Traffic: 17,080 (year 2003), Truck Traffic: 4%, Average Future Daily Traffic: 20,909 (year 2029), Design Load: H 20, Features Intersected: ALHAMBRA WASH, Facility Carried by Structure: WALNUT GROVE 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: 23 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 17.1m (56.1ft), Curb or Sidewalk Widths: Left: 2.3m (7.5ft), Right: 2.3m (7.5ft), Curb-To-Curb Width: 19.6m (64.3ft), Out-to-Out Width: 24.8m (81.4ft) Condition: Deck: Fair, Superstructure: Good, Substructure: Good, Channel: Excellent, Operating Rating: 58.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 35.2 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: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2007, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 53C0787, Location: 0.5 MI W/O RSMD BLVD (Lat: 34.078333, Lng: -118.080000), Route carried "on" structure: City street Q501, Year Built: 1963, Status: Open, Structure Length: 3.20m (10.50ft), Average Daily Traffic: 22,555 (year 2003), Truck Traffic: 2%, Average Future Daily Traffic: 27,612 (year 2029), Design Load: H 20, Features Intersected: RUBIO WASH, Facility Carried by Structure: WALNUT GROVE AVE Minimum Vertical Clearance: 5.49m (18.01ft), Kilometerpoint: 0.000, Lanes on structure: 4, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 19.5m (64.0ft), Skew: 5 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 28.3m (92.8ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 19.5m (64.0ft), Out-to-Out Width: 23.2m (76.1ft) Condition: Deck: Fair, Superstructure: Satisfactory, Substructure: Good, Channel: Excellent, Operating Rating: 51.8 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: Equal to present minimum criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 48 months, Inspection Date: March 2007, Other Special Inspection Date: November 2007, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 53C0854, Location: 3/8 MI E SAN GABRIEL BLVD (Lat: 34.051667, Lng: -118.080000), Route carried "on" structure: City street Q650, Year Built: 1974, Status: Open, Structure Length: 2.74m (8.99ft), Average Daily Traffic: 8,000 (year 2000), Truck Traffic: 2%, Average Future Daily Traffic: 9,892 (year 2029), Design Load: HS 20, Features Intersected: ALHAMBRA WASH, Facility Carried by Structure: RUSH ST Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 4, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 26.2m (86.0ft), Skew: 25 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 15.2m (49.9ft), Curb or Sidewalk Widths: Left: 2.0m (6.6ft), Right: 2.0m (6.6ft), Curb-To-Curb Width: 21.0m (68.9ft), Out-to-Out Width: 30.8m (101.0ft) Condition: Deck: Satisfactory, Superstructure: Very good, Substructure: Good, Channel: Excellent, Inventory Rating: 57.1 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: March 2007, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 53C0985, Location: 1/4 MI W SAN GABRIEL BLVD (Lat: 34.070000, Lng: -118.093333), Route carried "on" structure: City street , Year Built: 1936, Year Reconstructed: 1953, Status: Open, Structure Length: 1.46m (4.79ft), Average Daily Traffic: 5,200 (year 2000), Truck Traffic: 3%, Average Future Daily Traffic: 6,491 (year 2029), Features Intersected: ALHAMBRA WASH, Facility Carried by Structure: HELLMAN AVE Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Skew: 1 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 13.4m (44.0ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 10.7m (35.1ft) Condition: Deck: Good, Superstructure: Serious, Substructure: Good, Channel: Excellent, Operating Rating: 56.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 34.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: High priority of corrective action, Deck Geometry: High priority of replacement, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2007, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 53C099, Location: 1/4 MI E SAN GABRIEL BLVD (Lat: 34.085000, Lng: -118.086667), Route carried "on" structure: City street , Year Built: 1939, Status: Open, Structure Length: 2.07m (6.79ft), Average Daily Traffic: 4,900 (year 2000), Truck Traffic: 2%, Average Future Daily Traffic: 5,564 (year 2029), Features Intersected: RUBIO WASH, Facility Carried by Structure: WELLS ROAD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 10.4m (34.1ft), Skew: 3 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 19.5m (64.0ft), Curb or Sidewalk Widths: Left: 1.2m (3.9ft), Right: 1.2m (3.9ft), Curb-To-Curb Width: 10.3m (33.8ft), Out-to-Out Width: 13.4m (44.0ft) Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Good, Channel: Excellent, Operating Rating: 55.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 33.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2007, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 53C1414, Location: 0.25 MI N/O GARVEY BLVD (Lat: 34.066667, Lng: -118.091667), Route carried "on" structure: City street QS50, Year Built: 1952, Status: Open, Structure Length: 1.46m (4.79ft), Average Daily Traffic: 5,100 (year 2000), Truck Traffic: 1%, Average Future Daily Traffic: 6,389 (year 2029), Design Load: HS 20, Features Intersected: ALHAMBRA WASH, Facility Carried by Structure: EMERSON PLACE Minimum Vertical Clearance: 12.19m (39.99ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Skew: 2 degrees, Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 13.1m (43.0ft), Curb or Sidewalk Widths: Left: 3.1m (10.2ft), Right: 3.1m (10.2ft), Curb-To-Curb Width: 11.0m (36.1ft), Out-to-Out Width: 17.7m (58.1ft) Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Excellent, Operating Rating: 67.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 40.4 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: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2007, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 53C1415, Location: 0.25 MI W ROSEMEAD BLVD (Lat: 34.075000, Lng: -118.076667), Route carried "on" structure: City street QS42, Year Built: 1953, Status: Open, Structure Length: 1.80m (5.91ft), Average Daily Traffic: 7,800 (year 2000), Truck Traffic: 1%, Average Future Daily Traffic: 9,686 (year 2029), Design Load: HS 20, Features Intersected: RUBIO WASH, Facility Carried by Structure: MARSHALL ST Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 11.3m (37.1ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 17.1m (56.1ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 11.3m (37.1ft), Out-to-Out Width: 14.9m (48.9ft) Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Channel: Excellent, Operating Rating: 71.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 42.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2007, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 53C2014, Location: 0.4 km E/O San Gabriel Bl (Lat: 34.091667, Lng: -118.086667), Route carried "on" structure: City street QS04, Year Built: 1994, Status: Open, Structure Length: 2.50m (8.20ft), Average Daily Traffic: 4,100 (year 2000), Truck Traffic: 1%, Average Future Daily Traffic: 5,152 (year 2029), Design Load: HS 20+Mod, Features Intersected: RUBIO WASH, Facility Carried by Structure: GRAND AVENUE Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 12.0m (39.4ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 24.0m (78.7ft), Curb or Sidewalk Widths: Left: 1.9m (6.2ft), Right: 1.9m (6.2ft), Curb-To-Curb Width: 12.0m (39.4ft), Out-to-Out Width: 16.4m (53.8ft) Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Channel: Excellent, Operating Rating: 53.1 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: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2007, Deck Structure Type: Concrete Cast-file-Place Find on map >>
Structure Number: 53 0010K, Location: 07-LA-010-26.84-RSMD (Lat: 34.071667, Lng: -118.071667), Route carried "under" structure: State highway 164, Year Built: 1951, Structure Length: 5.30m (17.39ft), Average Daily Traffic: 55,000 (year 1998), Truck Traffic: 2%, Features Intersected: SR 164 (ROSEMEAD BL) Minimum Vertical Clearance: 4.93m (16.17ft), Kilometerpoint: 0.566, Lanes on structure: 2, Lanes under structure: 6, Material/Design: Concrete continuous, Design/Construction: Slab, Length of Maximum Span: 15.8m (51.8ft) Find on map >>
Structure Number: 53 0010L, Location: 07-LA-010-26.84-RSMD (Lat: 34.071667, Lng: -118.071667), Route carried "under" structure: State highway 164, Year Built: 1953, Structure Length: 5.55m (18.21ft), Average Daily Traffic: 22,050 (year 1997), Truck Traffic: 4%, Features Intersected: SR 164, Facility Carried by Structure: I 10 WB Minimum Vertical Clearance: 4.98m (16.34ft), Kilometerpoint: 0.565, Lanes on structure: 5, Lanes under structure: 6, Material/Design: Concrete continuous, Design/Construction: Slab, Length of Maximum Span: 25.9m (85.0ft) Find on map >>
Structure Number: 53 0010R, Location: 07-LA-010-26.84-RSMD (Lat: 34.071667, Lng: -118.071667), Route carried "under" structure: State highway 164, Year Built: 1953, Structure Length: 5.55m (18.21ft), Average Daily Traffic: 22,050 (year 1997), Truck Traffic: 4%, Features Intersected: SR 164, Facility Carried by Structure: I 10 EB Minimum Vertical Clearance: 4.78m (15.68ft), Kilometerpoint: 0.561, Lanes on structure: 5, Lanes under structure: 6, Material/Design: Concrete continuous, Design/Construction: Slab, Length of Maximum Span: 25.9m (85.0ft) Find on map >>
Structure Number: 53 0010S, Location: 07-LA-010-26.84-RSMD (Lat: 34.071667, Lng: -118.071667), Route carried "under" structure: State highway 164, Year Built: 1951, Structure Length: 5.88m (19.29ft), Average Daily Traffic: 55,000 (year 1998), Truck Traffic: 2%, Features Intersected: SR 164 (ROSEMEAD BL) Minimum Vertical Clearance: 4.75m (15.58ft), Kilometerpoint: 0.056, Lanes on structure: 2, Lanes under structure: 6, Material/Design: Concrete continuous, Design/Construction: Slab, Length of Maximum Span: 18.9m (62.0ft) Find on map >>
Structure Number: 53 0237, Location: 07-LA-164-5.63-RSMD (Lat: 34.071667, Lng: -118.071667), Route carried "under" structure: State highway 164, Year Built: 1951, Structure Length: 5.27m (17.29ft), Average Daily Traffic: 44,100 (year 1997), Truck Traffic: 4%, Features Intersected: SCRRA METROLINK Minimum Vertical Clearance: 0.46m (1.51ft), Kilometerpoint: 0.563, Lanes under structure: 6, Material/Design: Prestressed concrete continuous, Design/Construction: Slab, Length of Maximum Span: 15.8m (51.8ft) Find on map >>
Structure Number: 53 0654K, Location: 07-LA-010-25.84-RSMD (Lat: 34.071667, Lng: -118.090000), Route carried "under" structure: City street L364, Year Built: 1953, Structure Length: 2.41m (7.91ft), Average Daily Traffic: 19,300 (year 1998), Truck Traffic: 2%, Features Intersected: SAN GABRIEL BLVD, Facility Carried by Structure: W10-SAN GABRIEL BL Minimum Vertical Clearance: 4.72m (15.49ft), Kilometerpoint: 0.000, Lanes on structure: 1, Lanes under structure: 4, Material/Design: Concrete continuous, Design/Construction: Slab, Length of Maximum Span: 11.9m (39.0ft) Find on map >>
Structure Number: 53 0654L, Location: 07-LA-010-25.84-RSMD (Lat: 34.071667, Lng: -118.090000), Route carried "under" structure: City street L364, Year Built: 1953, Structure Length: 2.47m (8.10ft), Average Daily Traffic: 7,000 (year 1998), Truck Traffic: 2%, Features Intersected: SAN GABRIEL BLVD, Facility Carried by Structure: ROUTE 10 WB Minimum Vertical Clearance: 5.05m (16.57ft), Kilometerpoint: 0.000, Lanes on structure: 5, Lanes under structure: 4, Material/Design: Concrete continuous, Design/Construction: Slab, Length of Maximum Span: 24.1m (79.1ft) Find on map >>
Structure Number: 53 0654R, Location: 07-LA-010-25.84-RSMD (Lat: 34.071667, Lng: -118.090000), Route carried "under" structure: City street L364, Year Built: 1953, Structure Length: 2.44m (8.01ft), Average Daily Traffic: 7,000 (year 1998), Truck Traffic: 2%, Features Intersected: SAN GABRIEL BLVD, Facility Carried by Structure: ROUTE 10 EB Minimum Vertical Clearance: 5.21m (17.09ft), Kilometerpoint: 0.000, Lanes on structure: 5, Lanes under structure: 4, Material/Design: Concrete continuous, Design/Construction: Slab, Length of Maximum Span: 24.1m (79.1ft) Find on map >>
Structure Number: 53 0654S, Location: 07-LA-010-25.84-RSMD (Lat: 34.071667, Lng: -118.090000), Route carried "under" structure: City street L364, Year Built: 1953, Structure Length: 2.41m (7.91ft), Average Daily Traffic: 19,300 (year 1998), Truck Traffic: 2%, Features Intersected: SAN GABRIEL BLVD, Facility Carried by Structure: E10-SAN GABRIEL Minimum Vertical Clearance: 4.75m (15.58ft), Kilometerpoint: 0.000, Lanes on structure: 1, Lanes under structure: 4, Material/Design: Concrete continuous, Design/Construction: Slab, Length of Maximum Span: 11.9m (39.0ft) Find on map >>
Structure Number: 53 0655L, Location: 07-LA-010-26.34-RSMD (Lat: 34.071667, Lng: -118.080000), Route carried "under" structure: City street Q501, Year Built: 1953, Structure Length: 2.44m (8.01ft), Average Daily Traffic: 15,400 (year 1998), Truck Traffic: 2%, Features Intersected: WALNUT GROVE AVE, Facility Carried by Structure: INTERSTATE 10 Minimum Vertical Clearance: 4.88m (16.01ft), Kilometerpoint: 0.000, Lanes on structure: 6, Lanes under structure: 4, Material/Design: Concrete continuous, Design/Construction: Slab, Length of Maximum Span: 23.2m (76.1ft) Find on map >>
Structure Number: 53 0655R, Location: 07-LA-010-26.34-RSMD (Lat: 34.071667, Lng: -118.080000), Route carried "under" structure: City street Q501, Year Built: 1953, Structure Length: 2.47m (8.10ft), Average Daily Traffic: 15,400 (year 1998), Truck Traffic: 2%, Features Intersected: WALNUT GROVE AVE, Facility Carried by Structure: INTERSTATE 10 Minimum Vertical Clearance: 4.92m (16.14ft), Kilometerpoint: 0.000, Lanes on structure: 6, Lanes under structure: 4, Material/Design: Concrete continuous, Design/Construction: Slab, Length of Maximum Span: 24.1m (79.1ft) Find on map >>
Structure Number: 53 1764, Location: 07-LA-060-R8.55-RSMD (Lat: 34.040000, Lng: -118.080000), Route carried "under" structure: State highway 60, Year Built: 1967, Structure Length: 6.55m (21.49ft), Average Daily Traffic: 213,800 (year 1997), Truck Traffic: 10%, Features Intersected: ROUTE 60, Facility Carried by Structure: SAN GABRIEL BLVD Minimum Vertical Clearance: 4.82m (15.81ft), Kilometerpoint: 0.855, Lanes on structure: 5, Lanes under structure: 11, Material/Design: Concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Length of Maximum Span: 33.8m (110.9ft) Find on map >>
Structure Number: 53C01, Location: AT SAN BERNARDINO FWY (Lat: 34.071667, Lng: -118.098333), Route carried "under" structure: City street Q491, Year Built: 1953, Structure Length: 2.50m (8.20ft), Average Daily Traffic: 25,390 (year 2003), Truck Traffic: 2%, Features Intersected: DEL MAR AVE UNDER SPTC, Facility Carried by Structure: SPTC RR Minimum Vertical Clearance: 4.57m (14.99ft), Kilometerpoint: 0.000, Material/Design: Prestressed concrete, Design/Construction: Slab, Length of Maximum Span: 12.2m (40.0ft) Find on map >>
Structure Number: 53C0101, Location: AT SAN BERNARDINO FWY (Lat: 34.078333, Lng: -118.090000), Route carried "under" structure: City street L364, Year Built: 1953, Structure Length: 2.50m (8.20ft), Average Daily Traffic: 32,615 (year 2003), Truck Traffic: 7%, Features Intersected: SAN GABRIEL BL UNDER SPT, Facility Carried by Structure: SPTCO Minimum Vertical Clearance: 4.88m (16.01ft), Kilometerpoint: 0.000, Material/Design: Prestressed concrete continuous, Design/Construction: Slab, Length of Maximum Span: 12.2m (40.0ft) Find on map >>
Structure Number: 53C0102, Location: AT SAN BERNARDINO FWY (Lat: 34.071667, Lng: -118.080000), Route carried "under" structure: City street Q501, Year Built: 1953, Structure Length: 2.50m (8.20ft), Average Daily Traffic: 22,930 (year 2003), Truck Traffic: 3%, Features Intersected: WALNUT GROVE AV UNDER SP, Facility Carried by Structure: SPTC RR Minimum Vertical Clearance: 4.88m (16.01ft), Kilometerpoint: 0.000, Material/Design: Prestressed concrete continuous, Design/Construction: Slab, Length of Maximum Span: 12.2m (40.0ft) Discuss this city on our hugely popular California forum Back to: Rosemead, CA, California, All US cities.
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