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Bridge Statistics for Industry, California (CA) - Condition, Traffic, Stress, Structural Evaluation, Project CostsBack to: Industry, CA, California, California forum, All US cities. National Bridge Inventory (NBI) Statistics Number of bridges: 68 Total length: 501 meters (1,644ft) Total costs: $5,137,000 Total average daily traffic: 4,346,779 Total average daily truck traffic: 359,799 National Bridge Inventory (NBI) Registered Bridges for Industry
Bridge Condition - Deck Bridge Condition - Superstructure Bridge Condition - Channel Find on map >>
Structure Number: 53 1416, Location: 07-LA-605-R17.69-IDY (Lat: 34.038333, Lng: -118.023333), Route carried "on" structure: Interstate 605, Year Built: 1964, Status: Open, Structure Length: 7.22m (23.69ft), Average Daily Traffic: 237,090 (year 2006), Truck Traffic: 12%, Average Future Daily Traffic: 267,905 (year 2029), Design Load: HS 20, Features Intersected: SAN JOSE DIVERSION CHAN Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 17.690, Lanes on structure: 9, Base Highway Network: Yes (Inventory Route: 6, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 42.1m (138.1ft), Skew: 31 degrees, Material/Design: Concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 3, Length of Maximum Span: 27.4m (89.9ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 0.6m (2.0ft), Curb-To-Curb Width: 42.1m (138.1ft), Out-to-Out Width: 44.0m (144.4ft) Condition: Deck: Poor, Superstructure: Satisfactory, Substructure: Good, Channel: Very 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: 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: January 2008, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 53 1477, Location: 07-LA-605-R16.65-IDY (Lat: 34.026667, Lng: -118.036667), Route carried "on" structure: City street L368, Year Built: 1963, Status: Open, Structure Length: 10.09m (33.10ft), Average Daily Traffic: 20,270 (year 2006), Truck Traffic: 4%, Average Future Daily Traffic: 26,791 (year 2029), Design Load: HS 20, Features Intersected: ROUTE 605 & RAMP, Facility Carried by Structure: PECK ROAD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 10, Owner: State Highway Agency, Approaching Roadway Width: 15.8m (51.8ft), Skew: 4 degrees, Material/Design: Concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 4, Length of Maximum Span: 32.3m (106.0ft), Curb or Sidewalk Widths: Left: 1.8m (5.9ft), Right: 0.6m (2.0ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 11.6m (38.1ft) Condition: Deck: Fair, Superstructure: Good, Substructure: Good, Operating Rating: 74.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 45.3 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: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2008, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 53 1534G, Location: 07-LA-060-11.65-IDY (Lat: 34.033333, Lng: -118.028333), Route carried "on" structure: Ramp State highway 60, Year Built: 1967, Status: Open, Structure Length: 9.45m (31.00ft), Average Daily Traffic: 8,500 (year 2006), Truck Traffic: 2%, Average Future Daily Traffic: 11,000 (year 2029), Design Load: HS 20, Features Intersected: I 605 & CONN Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 11.650, Lanes on structure: 2, Lanes under structure: 12, Base Highway Network: Yes (, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 10.4m (34.1ft), Skew: 9 degrees, Material/Design: Concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 4, Length of Maximum Span: 29.6m (97.1ft), Curb or Sidewalk Widths: Left: 0.6m (2.0ft), Right: 0.0m, Curb-To-Curb Width: 10.4m (34.1ft), Out-to-Out Width: 11.6m (38.1ft) Condition: Deck: Fair, Superstructure: Good, Substructure: Good, Operating Rating: 99.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 57.1 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: High priority of corrective action, Approach Roadway Alignment: Meets minimum limits, 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: 53 1535, Location: 07-LA-060-11.67-IDY (Lat: 34.033333, Lng: -118.026667), Route carried "on" structure: State highway 60, Year Built: 1967, Status: Open, Structure Length: 14.30m (46.92ft), Average Daily Traffic: 211,500 (year 2003), Truck Traffic: 10%, Average Future Daily Traffic: 302,527 (year 2029), Design Load: HS 20, Features Intersected: INTERSTATE 605 Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 11.670, Lanes on structure: 10, Lanes under structure: 19, Base Highway Network: Yes (, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 22.6m (74.1ft), Skew: 39 degrees, Material/Design: Concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 6, Length of Maximum Span: 29.0m (95.1ft), Curb-To-Curb Width: 46.6m (152.9ft), Out-to-Out Width: 47.9m (157.2ft) Condition: Deck: Poor, Superstructure: Satisfactory, Substructure: Good, Operating Rating: 69.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 41.7 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: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 14.30m (46.92ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2007, Bridge Improvement Cost: $3,425,000, Roadway Improvement Cost: $342,000, Total Project Cost: $5,137,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 53 1536F, Location: 07-LA-060-11.75-IDY (Lat: 34.036667, Lng: -118.026667), Route carried "on" structure: Ramp State highway 60, Year Built: 1967, Status: Open, Structure Length: 11.03m (36.19ft), Average Daily Traffic: 14,500 (year 1998), Truck Traffic: 2%, Average Future Daily Traffic: 20,954 (year 2029), Design Load: HS 20, Features Intersected: 605 & CONN, Facility Carried by Structure: NORTH CONN OC Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 11.750, Lanes on structure: 2, Lanes under structure: 8, Base Highway Network: Yes (, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 10.4m (34.1ft), Skew: 9 degrees, Material/Design: Concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 5, Length of Maximum Span: 31.4m (103.0ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 0.6m (2.0ft), Curb-To-Curb Width: 10.4m (34.1ft), Out-to-Out Width: 11.6m (38.1ft) Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Operating Rating: 99.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 73.4 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, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Meets minimum limits, 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: 53 1537, Location: 07-LA-605-R19.39-IDY (Lat: 34.055000, Lng: -118.001667), Route carried "on" structure: Interstate 605, Year Built: 1964, Year Reconstructed: 1995, Status: Open, Structure Length: 17.16m (56.30ft), Average Daily Traffic: 237,090 (year 2006), Truck Traffic: 12%, Average Future Daily Traffic: 267,905 (year 2029), Design Load: HS 20, Features Intersected: RIVERGRADE OH Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 19.390, Lanes on structure: 8, Lanes under structure: 14, Base Highway Network: Yes (Inventory Route: 6, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 42.1m (138.1ft), Skew: 39 degrees, Material/Design: Concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 13, Length of Maximum Span: 24.4m (80.1ft), Curb-To-Curb Width: 42.1m (138.1ft), Out-to-Out Width: 43.5m (142.7ft) Condition: Deck: Fair, Superstructure: Good, Substructure: Good, Operating Rating: 51.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 31.1 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, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2008, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 53 1755, Location: 07-LA-060-12.18-IDY (Lat: 34.030000, Lng: -118.020000), Route carried "on" structure: State highway 60, Year Built: 1967, Year Reconstructed: 1981, Status: Open, Structure Length: 6.68m (21.92ft), Average Daily Traffic: 248,400 (year 2003), Truck Traffic: 10%, Average Future Daily Traffic: 302,527 (year 2029), Design Load: HS 20, Features Intersected: UP RR Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 12.180, Lanes on structure: 11, Base Highway Network: Yes (, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 51.2m (168.0ft), Skew: 35 degrees, Material/Design: Concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 3, Length of Maximum Span: 24.4m (80.1ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 0.2m (0.7ft), Curb-To-Curb Width: 51.8m (169.9ft), Out-to-Out Width: 53.3m (174.9ft) Condition: Deck: Poor, Superstructure: Very 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: 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: March 2007, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 53 1773, Location: 07-LA-060-19.1-IDY (Lat: 33.995000, Lng: -117.895000), Route carried "on" structure: State highway 60, Year Built: 1966, Status: Open, Structure Length: 2.93m (9.61ft), Average Daily Traffic: 336,000 (year 1998), Truck Traffic: 12%, Average Future Daily Traffic: 455,747 (year 2029), Design Load: HS 20, Features Intersected: STONER CREEK ROAD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 19.100, Lanes on structure: 8, Lanes under structure: 3, Base Highway Network: Yes (, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 43.3m (142.1ft), Skew: 30 degrees, Material/Design: Concrete continuous, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 14.3m (46.9ft), Curb-To-Curb Width: 43.3m (142.1ft), Out-to-Out Width: 44.5m (146.0ft) Condition: Deck: Fair, Superstructure: Good, Substructure: Good, Operating Rating: 73.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 43.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: Meets minimum limits, 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: 53 1786, Location: 07-LA-060-19.46-IDY (Lat: 33.993333, Lng: -117.890000), Route carried "on" structure: State highway 60, Year Built: 1967, Status: Open, Structure Length: 4.72m (15.49ft), Average Daily Traffic: 208,800 (year 2001), Truck Traffic: 9%, Average Future Daily Traffic: 271,202 (year 2029), Design Load: HS 20, Features Intersected: FULLERTON RD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 19.460, Lanes on structure: 10, Lanes under structure: 4, Base Highway Network: Yes (, 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: 3, Length of Maximum Span: 25.9m (85.0ft), Curb-To-Curb Width: 50.0m (164.0ft), Out-to-Out Width: 51.2m (168.0ft) Condition: Deck: Fair, Superstructure: Good, Substructure: Good, Operating Rating: 71.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 41.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: 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: 53 1788, Location: 07-LA-060-R21.48-IDY (Lat: 33.995000, Lng: -117.870000), Route carried "on" structure: State highway 60, Year Built: 1970, Status: Open, Structure Length: 5.79m (19.00ft), Average Daily Traffic: 208,800 (year 2001), Truck Traffic: 9%, Average Future Daily Traffic: 271,202 (year 2029), Design Load: HS 20, Features Intersected: FAIRWAY DR Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 21.480, Lanes on structure: 9, Lanes under structure: 6, Base Highway Network: Yes (, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 45.1m (148.0ft), Skew: 30 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 3, Length of Maximum Span: 32.0m (105.0ft), Curb-To-Curb Width: 45.1m (148.0ft), Out-to-Out Width: 46.3m (151.9ft) 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: 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: Somewhat better than minimum adequacy, Approach Roadway Alignment: Superior to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2007, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 53 183, Location: 07-LA-605-R15.37-IDY (Lat: 34.015000, Lng: -118.053333), Route carried "on" structure: Interstate 605, Year Built: 1964, Status: Open, Structure Length: 1.07m (3.51ft), Average Daily Traffic: 271,500 (year 2006), Truck Traffic: 13%, Average Future Daily Traffic: 287,379 (year 2029), Design Load: HS 20, Features Intersected: ROSE HILLS CHANNEL Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 15.370, Lanes on structure: 10, Base Highway Network: Yes (Inventory Route: 6, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 42.7m (140.1ft), Skew: 30 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 4, Length of Maximum Span: 2.7m (8.9ft), Curb-To-Curb Width: 42.7m (140.1ft), Out-to-Out Width: 58.7m (192.6ft) 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: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2008 Find on map >>
Structure Number: 53 2193, Location: 07-LA-060-19.33-IDY (Lat: 33.995000, Lng: -117.888333), Route carried "on" structure: State highway 60, Year Built: 1966, Status: Open, Structure Length: 1.01m (3.31ft), Average Daily Traffic: 208,800 (year 2001), Truck Traffic: 9%, Average Future Daily Traffic: 271,202 (year 2029), Design Load: HS 20, Features Intersected: FULLERTON CHANNEL Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 19.330, Lanes on structure: 10, Base Highway Network: Yes (, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 48.8m (160.1ft), Skew: 23 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: 48.8m (160.1ft), Out-to-Out Width: 82.9m (272.0ft) 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: March 2007 Find on map >>
Structure Number: 53 2194S, Location: 07-LA-060-19.38-IDY (Lat: 33.995000, Lng: -117.886667), Route carried "on" structure: Bypass State highway 60, Year Built: 1966, Status: Open, Structure Length: 0.85m (2.79ft), Average Daily Traffic: 6,300 (year 1998), Truck Traffic: 2%, Average Future Daily Traffic: 7,334 (year 2029), Design Load: HS 20, Features Intersected: FULLERTON CHANNEL RAMP Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 19.380, Lanes on structure: 1, Base Highway Network: Yes (, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Skew: 9 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: 6.7m (22.0ft) 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 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 Find on map >>
Structure Number: 53 2248S, Location: 07-LA-060-19.45-IDY (Lat: 33.995000, Lng: -117.885000), Route carried "on" structure: Bypass State highway 60, Year Built: 1966, Status: Open, Structure Length: 0.82m (2.69ft), Average Daily Traffic: 33,600 (year 1998), Truck Traffic: 2%, Average Future Daily Traffic: 47,146 (year 2029), Design Load: HS 20, Features Intersected: FULLERTON CHANNEL Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 19.450, Lanes on structure: 5, Base Highway Network: Yes (, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 26.8m (87.9ft), Skew: 29 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 2.7m (8.9ft), Curb or Sidewalk Widths: Left: 2.7m (8.9ft), Right: 0.0m, Curb-To-Curb Width: 26.8m (87.9ft), Out-to-Out Width: 30.5m (100.1ft) Condition: Channel: Very good, Culverts: Very good, Operating Rating: 53.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2007 Find on map >>
Structure Number: 53 2462, Location: 07-LA-060-R21.78-IDY (Lat: 33.996667, Lng: -117.851667), Route carried "on" structure: State highway 60, Year Built: 1967, Status: Open, Structure Length: 1.25m (4.10ft), Average Daily Traffic: 208,800 (year 2001), Truck Traffic: 9%, Average Future Daily Traffic: 271,202 (year 2029), Design Load: HS 20, Features Intersected: WATER ST DRAIN Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 21.780, Lanes on structure: 9, Base Highway Network: Yes (, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 46.6m (152.9ft), Skew: 34 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 4.3m (14.1ft), Curb-To-Curb Width: 46.6m (152.9ft), Out-to-Out Width: 53.5m (175.5ft) 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 24 months, Inspection Date: January 2007 Find on map >>
Structure Number: 53 266, Location: 07-LA-060-12.63-IDY (Lat: 34.028333, Lng: -118.010000), Route carried "on" structure: City street , Year Built: 1981, Status: Open, Structure Length: 9.81m (32.19ft), Average Daily Traffic: 6,000 (year 2000), Truck Traffic: 4%, Average Future Daily Traffic: 8,861 (year 2029), Design Load: HS 20, Features Intersected: ROUTE 60, Facility Carried by Structure: CROSSINGROADS PKWY Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 4, Lanes under structure: 11, Owner: State Highway Agency, Approaching Roadway Width: 17.7m (58.1ft), Skew: 34 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 2, Length of Maximum Span: 49.7m (163.1ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 0.0m, Curb-To-Curb Width: 17.7m (58.1ft), Out-to-Out Width: 24.3m (79.7ft) 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: Somewhat better than minimum adequacy, 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: 53C0032, Location: 0.1 M W/O SAN GAB R FWY (Lat: 34.055000, Lng: -118.006667), Route carried "on" structure: City street L353, Year Built: 1916, Year Reconstructed: 1950, Status: Open, Structure Length: 28.74m (94.29ft), Average Daily Traffic: 57,000 (year 2002), Truck Traffic: 4%, Average Future Daily Traffic: 69,548 (year 2027), Design Load: HS 20, Features Intersected: SAN GABRIEL RIVER, Facility Carried by Structure: VALLEY BLVD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 4, Lanes under structure: 8, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 18.0m (59.1ft), Skew: 39 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 13, Length of Maximum Span: 25.0m (82.0ft), Curb or Sidewalk Widths: Left: 1.3m (4.3ft), Right: 1.3m (4.3ft), Curb-To-Curb Width: 15.8m (51.8ft), Out-to-Out Width: 21.3m (69.9ft) Condition: Deck: Poor, Superstructure: Satisfactory, Substructure: Good, Channel: Satisfactory, Operating Rating: 81.6 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: Meets minimum limits, Underclear: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: May 2005, Critical Feature Inspection Date: June 2006, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 53C0178, Location: 1/2 MI E HACIENDA BLVD (Lat: 34.018333, Lng: -117.951667), Route carried "on" structure: City street L353, Year Built: 1957, Status: Open, Structure Length: 13.11m (43.01ft), Average Daily Traffic: 36,000 (year 2002), Truck Traffic: 7%, Average Future Daily Traffic: 44,219 (year 2029), Design Load: HS 20, Features Intersected: SP/UP RR, 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: 15.5m (50.9ft), Skew: 4 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 6, Length of Maximum Span: 25.0m (82.0ft), Curb or Sidewalk Widths: Left: 0.5m (1.6ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 15.7m (51.5ft), Out-to-Out Width: 18.3m (60.0ft) Condition: Deck: Fair, Superstructure: Good, Substructure: Good, Operating Rating: 70.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 41.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Underclear: Meets minimum limits, Approach Roadway Alignment: Somewhat better than minimum adequacy, Designated Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 48 months, Inspection Date: April 2007, Other Special Inspection Date: August 2006, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 53C0286, Location: 0.5 MI N POMONA FWY (Lat: 34.013333, Lng: -117.960000), Route carried "on" structure: City street L683, Year Built: 1964, Year Reconstructed: 1996, Status: Open, Structure Length: 6.64m (21.78ft), Average Daily Traffic: 39,847 (year 2002), Truck Traffic: 4%, Average Future Daily Traffic: 48,927 (year 2029), Design Load: H 20, Features Intersected: HACIENDA BLVD OH (SPTCO), Facility Carried by Structure: HACIENDA BLVD Minimum Vertical Clearance: 12.19m (39.99ft), Kilometerpoint: 0.000, Lanes on structure: 6, Lanes under structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 21.6m (70.9ft), Skew: 30 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 27.4m (89.9ft), Curb or Sidewalk Widths: Left: 2.4m (7.9ft), Right: 2.4m (7.9ft), Curb-To-Curb Width: 21.6m (70.9ft), Out-to-Out Width: 28.2m (92.5ft) Condition: Deck: Fair, Superstructure: Very good, Substructure: Good, 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: High priority of replacement, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2007, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 53C0287, Location: 6.0 MI N WHITTIER BL (Lat: 34.015000, Lng: -117.960000), Route carried "on" structure: City street L683, Year Built: 1964, Year Reconstructed: 1994, Status: Open, Structure Length: 7.01m (23.00ft), Average Daily Traffic: 39,487 (year 2002), Truck Traffic: 4%, Average Future Daily Traffic: 48,927 (year 2029), Design Load: H 20, Features Intersected: SAN JOSE CREEK, Facility Carried by Structure: HACIENDA BLVD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 6, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 21.6m (70.9ft), Skew: 31 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 30.8m (101.0ft), Curb or Sidewalk Widths: Left: 2.4m (7.9ft), Right: 2.4m (7.9ft), Curb-To-Curb Width: 21.6m (70.9ft), Out-to-Out Width: 28.2m (92.5ft) Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Channel: Excellent, Operating Rating: 63.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 38.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: High priority of replacement, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2007, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 53C0289, Location: 1 MI N POMONA FWY (Lat: 34.008333, Lng: -117.925000), Route carried "on" structure: City street L379, Year Built: 1967, Status: Open, Structure Length: 22.56m (74.02ft), Average Daily Traffic: 15,400 (year 1998), Truck Traffic: 4%, Average Future Daily Traffic: 23,010 (year 2029), Design Load: HS 20, Features Intersected: VALLEY BL/ARENTH AV/SPRR, Facility Carried by Structure: AZUSA AVE Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 6, Lanes under structure: 20, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 23.2m (76.1ft), Skew: 29 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 7, Length of Maximum Span: 43.0m (141.1ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 23.4m (76.8ft), Out-to-Out Width: 30.0m (98.4ft) Condition: Deck: Fair, Superstructure: Satisfactory, Substructure: Good, Channel: Excellent, Operating Rating: 49.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 28.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Underclear: Equal to present minimum criteria, Waterway Adequacy: Superior 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: April 2007, Other Special Inspection Date: Febuary 2007, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 53C0467, Location: 0.1 MI S VALLEY BLVD (Lat: 34.001667, Lng: -117.886667), Route carried "on" structure: City street Q960, Year Built: 1968, Year Reconstructed: 1975, Status: Open, Structure Length: 2.50m (8.20ft), Average Daily Traffic: 38,583 (year 2002), Truck Traffic: 4%, Average Future Daily Traffic: 47,391 (year 2029), Design Load: HS 20, Features Intersected: SAN JOSE CREEK, Facility Carried by Structure: NOGALES ST Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 6, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 25.6m (84.0ft), Skew: 31 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: 2.3m (7.5ft), Right: 2.4m (7.9ft), Curb-To-Curb Width: 22.8m (74.8ft), Out-to-Out Width: 30.9m (101.4ft) Condition: Deck: Poor, Superstructure: Fair, Substructure: Good, Channel: Excellent, Operating Rating: 90.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 53.9 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: April 2007, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 53C0497, Location: 3/8 MI N POMONA FWY (Lat: 34.025000, Lng: -117.981667), Route carried "on" structure: City street L374, Year Built: 1967, Year Reconstructed: 1978, Status: Open, Structure Length: 5.46m (17.91ft), Average Daily Traffic: 24,985 (year 2002), Truck Traffic: 4%, Average Future Daily Traffic: 30,707 (year 2029), Design Load: HS 20, Features Intersected: SAN JOSE CRK CHANNEL, Facility Carried by Structure: SEVENTH AVE Minimum Vertical Clearance: 9.14m (29.99ft), Kilometerpoint: 0.000, Lanes on structure: 4, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 14.6m (47.9ft), Skew: 31 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 25.3m (83.0ft), Curb or Sidewalk Widths: Left: 1.6m (5.2ft), Right: 1.6m (5.2ft), Curb-To-Curb Width: 25.6m (84.0ft), Out-to-Out Width: 29.4m (96.5ft) Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Channel: Excellent, Operating Rating: 68.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 41.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Superior 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: April 2007, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 53C0508, Location: 150 FT S VAL BLVD (Lat: 34.020000, Lng: -117.841667), Route carried "on" structure: City street L385, Year Built: 1968, Year Reconstructed: 1986, Status: Open, Structure Length: 2.83m (9.28ft), Average Daily Traffic: 14,150 (year 2002), Truck Traffic: 3%, Average Future Daily Traffic: 17,401 (year 2029), Design Load: HS 20, Features Intersected: SAN JOSE CREEK, Facility Carried by Structure: BREA CYN RD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 6, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 25.3m (83.0ft), Skew: 2 degrees, Material/Design: Concrete continuous, Design/Construction: Girder and Floorbeam System, Number Of Spans In Main Unit: 2, Length of Maximum Span: 13.1m (43.0ft), Curb or Sidewalk Widths: Left: 2.5m (8.2ft), Right: 1.9m (6.2ft), Curb-To-Curb Width: 26.1m (85.6ft), Out-to-Out Width: 31.1m (102.0ft) Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Channel: Excellent, Operating Rating: 57.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 34.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2007, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 53C0734, Location: 1/2 MI S VALLEY BLVD (Lat: 34.021667, Lng: -117.970000), Route carried "on" structure: City street L375, Year Built: 1967, Year Reconstructed: 1991, Status: Open, Structure Length: 4.02m (13.19ft), Average Daily Traffic: 15,683 (year 2002), Truck Traffic: 4%, Average Future Daily Traffic: 18,425 (year 2029), Design Load: HS 20, Features Intersected: SAN JOSE CR, Facility Carried by Structure: TURNBULL CYN RD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 4, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 19.4m (63.6ft), Skew: 2 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 19.2m (63.0ft), Curb or Sidewalk Widths: Left: 1.8m (5.9ft), Right: 1.8m (5.9ft), Curb-To-Curb Width: 19.4m (63.6ft), Out-to-Out Width: 21.3m (69.9ft) Condition: Deck: Fair, Superstructure: Fair, Substructure: Good, Channel: Excellent, Operating Rating: 60.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 36.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, 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: April 2007, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 53C0793, Location: E/O HACIENDA BLVD (Lat: 34.011667, Lng: -117.953333), Route carried "on" structure: City street L376, Year Built: 1967, Year Reconstructed: 1990, Status: Open, Structure Length: 3.25m (10.66ft), Average Daily Traffic: 17,801 (year 2002), Truck Traffic: 3%, Average Future Daily Traffic: 21,904 (year 2029), Design Load: HS 20, Features Intersected: SAN JOSE CREEK, Facility Carried by Structure: STIMSON AVE Minimum Vertical Clearance: 6.10m (20.01ft), Kilometerpoint: 0.000, Lanes on structure: 4, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 19.4m (63.6ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 31.4m (103.0ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 19.6m (64.3ft), Out-to-Out Width: 23.1m (75.8ft) Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Channel: Excellent, Operating Rating: 76.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 38.7 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: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2007, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 53C0816, Location: 5/8 MI N OF POMONA FWY (Lat: 34.001667, Lng: -117.871667), Route carried "on" structure: City street , Year Built: 1967, Status: Open, Structure Length: 2.40m (7.87ft), Average Daily Traffic: 7,600 (year 1998), Truck Traffic: 3%, Average Future Daily Traffic: 11,291 (year 2029), Design Load: HS 20, Features Intersected: SAN JOSE CR, Facility Carried by Structure: WATER STREET 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), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 23.5m (77.1ft), Curb or Sidewalk Widths: Left: 1.8m (5.9ft), Right: 0.0m, Curb-To-Curb Width: 11.0m (36.1ft), Out-to-Out Width: 12.2m (40.0ft) Condition: Deck: Good, Superstructure: Fair, Substructure: Good, Channel: Excellent, Operating Rating: 82.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 49.5 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: April 2007, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 53C0926, Location: 1/4 MI N POMONA FWY (Lat: 34.001667, Lng: -117.936667), Route carried "on" structure: City street Q959, Year Built: 1965, Status: Open, Structure Length: 0.73m (2.40ft), Average Daily Traffic: 37,045 (year 2001), Truck Traffic: 3%, Average Future Daily Traffic: 45,701 (year 2029), Features Intersected: PRIVATE DRAIN #507, Facility Carried by Structure: GALE 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), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.7m (12.1ft) Condition: Channel: Very good, Culverts: Very good, Operating Rating: 73.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 43.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present desirable criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2007 Find on map >>
Structure Number: 53C1008, Location: 0.3 MI E OF 7TH AVE (Lat: 34.028333, Lng: -117.971667), Route carried "on" structure: City street QS93, Year Built: 1953, Year Reconstructed: 1994, Status: Open, Structure Length: 2.38m (7.81ft), Average Daily Traffic: 3,537 (year 2003), Truck Traffic: 3%, Average Future Daily Traffic: 4,271 (year 2028), Design Load: H 20, Features Intersected: PUENTE CREEK, Facility Carried by Structure: PROCTOR AVENUE Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 4, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 18.3m (60.0ft), Skew: 2 degrees, Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 2, Length of Maximum Span: 11.6m (38.1ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 18.3m (60.0ft), Out-to-Out Width: 21.9m (71.9ft) Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Channel: Excellent, Operating Rating: 60.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 39.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2006, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 53C1009, Location: 0.25 MI E OF 7TH AVE (Lat: 34.026667, Lng: -117.976667), Route carried "on" structure: City street QS94, Year Built: 1953, Year Reconstructed: 1994, Status: Open, Structure Length: 2.38m (7.81ft), Average Daily Traffic: 6,052 (year 2000), Truck Traffic: 3%, Average Future Daily Traffic: 7,419 (year 2029), Design Load: H 20, Features Intersected: PUENTE CREEK, Facility Carried by Structure: DON JULIAN RD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 4, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 14.3m (46.9ft), Skew: 2 degrees, Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 2, Length of Maximum Span: 11.6m (38.1ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 14.4m (47.2ft), Out-to-Out Width: 18.2m (59.7ft) Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Channel: Excellent, Operating Rating: 56.7 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: Better than present minimum criteria, Deck Geometry: High priority of replacement, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2007, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 53C102, Location: 0.5 MI S/O SUNSET AVE (Lat: 34.031667, Lng: -117.965000), Route carried "on" structure: City street QS86, Year Built: 1955, Status: Open, Structure Length: 1.74m (5.71ft), Average Daily Traffic: 9,037 (year 1999), Truck Traffic: 2%, Average Future Daily Traffic: 11,211 (year 2029), Design Load: H 20, Features Intersected: PUENTE CREEK, Facility Carried by Structure: NELSON AVE Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 2 degrees, Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 14.0m (45.9ft), Curb or Sidewalk Widths: Left: 1.6m (5.2ft), Right: 1.6m (5.2ft), Curb-To-Curb Width: 8.4m (27.6ft), Out-to-Out Width: 12.0m (39.4ft) Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Excellent, Operating Rating: 48.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 28.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: High priority of replacement, Waterway Adequacy: Superior to present desirable criteria, 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: 53C147, Location: 100' W OF HACIENDA BLVD (Lat: 34.016667, Lng: -117.960000), Route carried "on" structure: City street , Year Built: 1964, Status: Open, Structure Length: 2.71m (8.89ft), Average Daily Traffic: 2,200 (year 1998), Truck Traffic: 1%, Average Future Daily Traffic: 3,302 (year 2029), Design Load: HS 20, Features Intersected: SAN JOSE CREEK, Facility Carried by Structure: PARRIOT PLACE Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 26.5m (86.9ft), Curb or Sidewalk Widths: Left: 1.4m (4.6ft), Right: 0.5m (1.6ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 11.0m (36.1ft) Condition: Deck: Fair, Superstructure: Very good, Substructure: Good, Channel: Excellent, Operating Rating: 68.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 40.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Superior to present desirable criteria, 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: Monolithic Concrete Find on map >>
Structure Number: 53C1485, Location: 0.3 MI W/O AZUSA AVE (Lat: 34.008333, Lng: -117.928333), Route carried "on" structure: City street , Year Built: 1967, Status: Open, Structure Length: 3.99m (13.09ft), Average Daily Traffic: 1,260 (year 1998), Truck Traffic: 3%, Average Future Daily Traffic: 1,886 (year 2029), Design Load: HS 20, Features Intersected: SAN JOSE CREEK, Facility Carried by Structure: ANAHEIM-PUENTE RD 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: 2, Length of Maximum Span: 18.9m (62.0ft), Curb or Sidewalk Widths: Left: 0.6m (2.0ft), Right: 0.6m (2.0ft), Curb-To-Curb Width: 8.6m (28.2ft), Out-to-Out Width: 10.3m (33.8ft) Condition: Deck: Fair, Superstructure: Satisfactory, Substructure: Good, Channel: Excellent, Operating Rating: 55.1 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: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2007, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 53C1516, Location: 0.2 MI S VALLEY BLVD (Lat: 33.998333, Lng: -117.880000), Route carried "on" structure: City street , Year Built: 1968, Year Reconstructed: 1971, Status: Open, Structure Length: 2.47m (8.10ft), Average Daily Traffic: 1,150 (year 1998), Truck Traffic: 3%, Average Future Daily Traffic: 1,676 (year 2029), Design Load: HS 20, Features Intersected: SAN JOSE CREEK, Facility Carried by Structure: SENTOUS ST Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 23.5m (77.1ft), Curb or Sidewalk Widths: Left: 0.6m (2.0ft), Right: 0.6m (2.0ft), Curb-To-Curb Width: 9.7m (31.8ft), Out-to-Out Width: 11.5m (37.7ft) Condition: Deck: Fair, Superstructure: Fair, Substructure: Good, Channel: Excellent, Operating Rating: 66.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 38.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to 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: Monolithic Concrete Find on map >>
Structure Number: 53C1545, Location: 1.1MI N/O BEVERLY BLVD (Lat: 34.020000, Lng: -118.055000), Route carried "on" structure: City street M822, Year Built: 1970, Status: Open, Structure Length: 1.07m (3.51ft), Average Daily Traffic: 8,600 (year 1998), Truck Traffic: 3%, Average Future Daily Traffic: 12,783 (year 2029), Design Load: HS 20, Features Intersected: ROSE HILLS CHANNEL, Facility Carried by Structure: SAN GABR RIV PRKWY 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), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 4, Length of Maximum Span: 2.4m (7.9ft), Curb-To-Curb Width: 19.5m (64.0ft) Condition: Channel: Satisfactory, Culverts: Very good, Operating Rating: 53.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Better than present minimum 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: 53C1611, Location: 1.3 MI W NOGALES ST (Lat: 34.006667, Lng: -117.908333), Route carried "on" structure: City street , Year Built: 1968, Status: Open, Structure Length: 0.82m (2.69ft), Average Daily Traffic: 4,400 (year 1998), Truck Traffic: 4%, Average Future Daily Traffic: 6,605 (year 2029), Design Load: HS 20, Features Intersected: UNNAMED CHANNEL, Facility Carried by Structure: ARENTH AVE Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 4, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 14.6m (47.9ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.7m (12.1ft), Curb-To-Curb Width: 14.6m (47.9ft) Condition: Channel: Poor, 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 replacement, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2007 Find on map >>
Structure Number: 53C1629, Location: 1.0 MI EAST OF AZUSA AVE (Lat: 33.995000, Lng: -117.911667), Route carried "on" structure: City street , Status: Open, Structure Length: 1.19m (3.90ft), Average Daily Traffic: 32,913 (year 2002), Truck Traffic: 3%, Average Future Daily Traffic: 40,431 (year 2029), Design Load: HS 20, Features Intersected: UNNAMED CHANNEL, Facility Carried by Structure: GALE AVE Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 4, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 4, Length of Maximum Span: 2.7m (8.9ft), Curb-To-Curb Width: 14.5m (47.6ft) Condition: Channel: Excellent, 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 replacement, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2007 Find on map >>
Structure Number: 53C1808, Location: 5/8 MI N POMONA FWY (Lat: 34.001667, Lng: -117.871667), Route carried "on" structure: City street Q963, Year Built: 1983, Status: Open, Structure Length: 2.65m (8.69ft), Average Daily Traffic: 23,785 (year 2000), Truck Traffic: 4%, Average Future Daily Traffic: 29,366 (year 2029), Design Load: HS 20, Features Intersected: SAN JOSE CREEK, Facility Carried by Structure: FAIRWAY DR Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 4, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 25.3m (83.0ft), Skew: 31 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 25.9m (85.0ft), Curb or Sidewalk Widths: Left: 2.3m (7.5ft), Right: 2.3m (7.5ft), Curb-To-Curb Width: 24.3m (79.7ft), Out-to-Out Width: 31.0m (101.7ft) Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Channel: Excellent, Operating Rating: 89.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 43.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: 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: April 2007, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 53C1809, Location: 1/4 MI E WORKMAN MILL RD (Lat: 34.030000, Lng: -118.018333), Route carried "on" structure: City street , Year Built: 1983, Status: Open, Structure Length: 6.71m (22.01ft), Average Daily Traffic: 450 (year 1998), Truck Traffic: 2%, Average Future Daily Traffic: 629 (year 2029), Design Load: HS 20, Features Intersected: UPPR, Facility Carried by Structure: CROSSROADS PKWY N Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 4, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 18.0m (59.1ft), Skew: 35 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 3, Length of Maximum Span: 23.5m (77.1ft), Curb or Sidewalk Widths: Left: 1.7m (5.6ft), Right: 0.0m, Curb-To-Curb Width: 16.9m (55.4ft), Out-to-Out Width: 20.1m (65.9ft) 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: Somewhat better than minimum adequacy, 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: Monolithic Concrete Find on map >>
Structure Number: 53C1832, Location: 0.1 MI S VALLEY BLVD (Lat: 34.010000, Lng: -117.858333), Route carried "on" structure: City street L532, Year Built: 1968, Status: Open, Structure Length: 1.62m (5.31ft), Average Daily Traffic: 19,138 (year 2002), Truck Traffic: 3%, Average Future Daily Traffic: 23,543 (year 2029), Design Load: HS 20, Features Intersected: SAN JOSE CREEK, Facility Carried by Structure: LEMON AVENUE Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 5, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 21.3m (69.9ft), Skew: 30 degrees, Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 15.2m (49.9ft), Curb or Sidewalk Widths: Left: 2.3m (7.5ft), Right: 2.0m (6.6ft), Curb-To-Curb Width: 24.5m (80.4ft), Out-to-Out Width: 30.9m (101.4ft) Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Channel: Excellent, Operating Rating: 48.6 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: 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: April 2007, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 53C1849, Location: 0.1 MI S CURRIER RD (Lat: 34.003333, Lng: -117.855000), Route carried "on" structure: City street L532, Year Built: 1984, Status: Open, Structure Length: 0.67m (2.20ft), Average Daily Traffic: 19,138 (year 2002), Truck Traffic: 4%, Average Future Daily Traffic: 23,543 (year 2029), Design Load: HS 20, Features Intersected: DIAMOND BAR CREEK, Facility Carried by Structure: LEMON AVENUE Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 4, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 21.0m (68.9ft), Skew: 30 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.0m (9.8ft), Curb-To-Curb Width: 21.0m (68.9ft) Condition: Channel: Excellent, Culverts: Very good, Operating Rating: 56.7 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: Equal to present desirable 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: May 2007 Find on map >>
Structure Number: 53C1959, Location: 0.5 MI S VALLEY BLVD (Lat: 34.025000, Lng: -117.831667), Route carried "on" structure: City street L381, Year Built: 1991, Status: Open, Structure Length: 5.88m (19.29ft), Average Daily Traffic: 30,385 (year 2002), Truck Traffic: 4%, Average Future Daily Traffic: 37,360 (year 2029), Design Load: HS 20, Features Intersected: SPRR, Facility Carried by Structure: GRAND AVE Minimum Vertical Clearance: 7.01m (23.00ft), Kilometerpoint: 0.000, Lanes on structure: 4, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 23.2m (76.1ft), Skew: 39 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 23.5m (77.1ft), Curb or Sidewalk Widths: Left: 2.3m (7.5ft), Right: 2.3m (7.5ft), Curb-To-Curb Width: 23.1m (75.8ft), Out-to-Out Width: 32.9m (107.9ft) Condition: Deck: Satisfactory, Superstructure: Very good, Substructure: Good, Operating Rating: 67.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 39.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2007, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 53C196, Location: 0.7 MI S VALLEY BLVD (Lat: 34.023333, Lng: -117.830000), Route carried "on" structure: City street L381, Year Built: 1991, Status: Open, Structure Length: 6.46m (21.19ft), Average Daily Traffic: 30,385 (year 2002), Truck Traffic: 4%, Average Future Daily Traffic: 37,360 (year 2029), Design Load: HS 20, Features Intersected: GRAND AVE OH (UPRR), Facility Carried by Structure: GRAND AVE Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 4, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 24.4m (80.1ft), Skew: 30 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 25.3m (83.0ft), Curb or Sidewalk Widths: Left: 2.3m (7.5ft), Right: 2.3m (7.5ft), Curb-To-Curb Width: 23.1m (75.8ft), Out-to-Out Width: 32.9m (107.9ft) Condition: Deck: Satisfactory, Superstructure: Very good, Substructure: Good, Operating Rating: 74.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 44.4 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: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2007, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 53C1961, Location: 0.3 MI S VALLEY BLVD (Lat: 34.026667, Lng: -117.835000), Route carried "on" structure: City street L381, Year Built: 1991, Status: Open, Structure Length: 2.01m (6.59ft), Average Daily Traffic: 30,385 (year 2002), Truck Traffic: 4%, Average Future Daily Traffic: 37,360 (year 2029), Design Load: HS 20, Features Intersected: SAN JOSE CREEK, Facility Carried by Structure: GRAND AVE Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 4, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 22.9m (75.1ft), Skew: 32 degrees, Material/Design: Prestressed concrete, 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: 2.3m (7.5ft), Right: 2.3m (7.5ft), Curb-To-Curb Width: 22.9m (75.1ft), Out-to-Out Width: 32.7m (107.3ft) Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Channel: Excellent, Operating Rating: 69.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 42.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: 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: April 2007, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 53C1962, Location: 0.1 MI S VALLEY BLVD (Lat: 34.003333, Lng: -117.903333), Route carried "on" structure: City street Q976, Year Built: 1991, Status: Open, Structure Length: 2.53m (8.30ft), Average Daily Traffic: 20,182 (year 2001), Truck Traffic: 4%, Average Future Daily Traffic: 24,853 (year 2029), Design Load: HS 20, Features Intersected: SAN JOSE CREEK, Facility Carried by Structure: FULLERTON RD 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: 1 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 25.0m (82.0ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 4.4m (14.4ft), Curb-To-Curb Width: 19.5m (64.0ft), Out-to-Out Width: 25.8m (84.6ft) Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Channel: Excellent, Operating Rating: 86.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 46.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2007, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Discuss this city on our hugely popular California forum Back to: Industry, CA, California, All US cities.
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