Bridge Statistics for Norco, California (CA) - Condition, Traffic, Stress, Structural Evaluation, Project Costs

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Structure Number: 56 0536L, Location: 08-RIV-015-46.16-NRCO (Lat: 33.948306, Lng: -117.553806), Route carried "on" structure: Interstate 15, Year Built: 1988, Status: Open, Structure Length: 55.75m (182.91ft), Average Daily Traffic: 75,000 (year 2009), Truck Traffic: 11%, Average Future Daily Traffic: 104,800 (year 2030), Design Load: HS 20+Mod, Features Intersected: SANTA ANA RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 46.160, Lanes on structure: 3, Base Highway Network: Yes (, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 16.2m (53.1ft), Skew: 9 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 11, Length of Maximum Span: 53.0m (173.9ft), Curb-To-Curb Width: 16.2m (53.1ft), Out-to-Out Width: 17.3m (56.8ft)

Condition: Deck: Poor, Superstructure: Very good, Substructure: Good, Channel: Very good, Operating Rating: 54.1 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: 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: September 10, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 56 0536R, Location: 08-RIV-015-46.16-NRCO (Lat: 33.948389, Lng: -117.553347), Route carried "on" structure: Interstate 15, Year Built: 1988, Status: Open, Structure Length: 55.75m (182.91ft), Average Daily Traffic: 75,000 (year 2009), Truck Traffic: 11%, Average Future Daily Traffic: 104,800 (year 2030), Design Load: HS 20+Mod, Features Intersected: SANTA ANA RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 46.160, Lanes on structure: 3, Base Highway Network: Yes (, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 16.2m (53.1ft), Skew: 9 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 11, Length of Maximum Span: 53.0m (173.9ft), Curb-To-Curb Width: 16.2m (53.1ft), Out-to-Out Width: 17.3m (56.8ft)

Condition: Deck: Serious, Superstructure: Very good, Substructure: Good, Channel: Very good, Operating Rating: 54.1 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: 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: September 10, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 56 0665, Location: 08-RIV-015-42.88-NRCO (Lat: 33.898736, Lng: -117.559875), Route carried "on" structure: City street , Year Built: 1989, Year Reconstructed: 1997, Status: Open, Structure Length: 8.78m (28.81ft), Average Daily Traffic: 7,800 (year 1998), Truck Traffic: 1%, Average Future Daily Traffic: 6,777 (year 2028), Design Load: HS 20+Mod, Features Intersected: INTERSTATE 15, Facility Carried by Structure: HIDDEN VALLEY PKWY
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 5, Lanes under structure: 8, Owner: State Highway Agency, Approaching Roadway Width: 31.2m (102.4ft), Skew: 2 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 2, Length of Maximum Span: 45.1m (148.0ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 1.5m (4.9ft), Curb-To-Curb Width: 31.2m (102.4ft), Out-to-Out Width: 34.3m (112.5ft)

Condition: Deck: Poor, Superstructure: Very good, Substructure: Good, Operating Rating: 54.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Superior to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 10, Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 56 0667L, Location: 08-RIV-015-43.64-NRCO (Lat: 33.909722, Lng: -117.558819), Route carried "on" structure: Interstate 15, Year Built: 1989, Status: Open, Structure Length: 4.36m (14.30ft), Average Daily Traffic: 75,000 (year 2009), Truck Traffic: 11%, Average Future Daily Traffic: 104,800 (year 2030), Design Load: HS 20+Mod, Features Intersected: SECOND STREET
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 43.640, Lanes on structure: 3, Lanes under structure: 4, Base Highway Network: Yes (, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 15.4m (50.5ft), Skew: 1 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 42.7m (140.1ft), Curb-To-Curb Width: 15.4m (50.5ft), Out-to-Out Width: 16.5m (54.1ft)

Condition: Deck: Poor, Superstructure: Very good, Substructure: Good, Operating Rating: 54.1 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, Underclear: Meets minimum limits, Approach Roadway Alignment: Superior to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 10, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 56 0667R, Location: 08-RIV-015-43.64-NRCO (Lat: 33.909764, Lng: -117.558431), Route carried "on" structure: Interstate 15, Year Built: 1989, Year Reconstructed: 1997, Status: Open, Structure Length: 4.36m (14.30ft), Average Daily Traffic: 75,000 (year 2009), Truck Traffic: 11%, Average Future Daily Traffic: 104,800 (year 2030), Design Load: HS 20+Mod, Features Intersected: SECOND STREET
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 43.640, Lanes on structure: 4, Lanes under structure: 5, Base Highway Network: Yes (, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 15.4m (50.5ft), Skew: 1 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 42.7m (140.1ft), Curb-To-Curb Width: 15.4m (50.5ft), Out-to-Out Width: 20.3m (66.6ft)

Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 54.1 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: High priority of replacement, Underclear: Meets minimum limits, Approach Roadway Alignment: Superior to present desirable criteria, Length Of Structure Improvement: 4.36m (14.30ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 10, Bridge Improvement Cost: $885,000, Roadway Improvement Cost: $177,000, Total Project Cost: $1,486,000 ( Estimate for 2010), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 56 0668L, Location: 08-RIV-015-44.12-NRCO (Lat: 33.916625, Lng: -117.557403), Route carried "on" structure: Interstate 15, Year Built: 1989, Status: Open, Structure Length: 3.14m (10.30ft), Average Daily Traffic: 75,000 (year 2009), Truck Traffic: 11%, Average Future Daily Traffic: 104,800 (year 2030), Design Load: HS 20+Mod, Features Intersected: THIRD STREET
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 44.120, Lanes on structure: 3, Lanes under structure: 2, Base Highway Network: Yes (, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 15.4m (50.5ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 30.8m (101.0ft), Curb-To-Curb Width: 15.4m (50.5ft), Out-to-Out Width: 16.5m (54.1ft)

Condition: Deck: Poor, Superstructure: Very good, Substructure: Satisfactory, Operating Rating: 54.1 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, Underclear: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 10, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 56 0668R, Location: 08-RIV-015-44.12-NRCO (Lat: 33.916625, Lng: -117.557042), Route carried "on" structure: Interstate 15, Year Built: 1989, Status: Open, Structure Length: 3.14m (10.30ft), Average Daily Traffic: 75,000 (year 2009), Truck Traffic: 11%, Average Future Daily Traffic: 104,800 (year 2030), Design Load: HS 20+Mod, Features Intersected: THIRD STREET
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 44.120, Lanes on structure: 3, Lanes under structure: 2, Base Highway Network: Yes (, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 15.4m (50.5ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 30.8m (101.0ft), Curb-To-Curb Width: 15.4m (50.5ft), Out-to-Out Width: 16.5m (54.1ft)

Condition: Deck: Fair, Superstructure: Very good, Substructure: Good, Operating Rating: 54.1 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, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 10, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 56 067, Location: 08-RIV-015-45.14-NRCO (Lat: 33.931125, Lng: -117.556194), Route carried "on" structure: City street R150, Year Built: 1989, Status: Open, Structure Length: 7.01m (23.00ft), Average Daily Traffic: 5,000 (year 1998), Truck Traffic: 1%, Average Future Daily Traffic: 5,648 (year 2028), Design Load: HS 20+Mod, Features Intersected: INTERSTATE 15, Facility Carried by Structure: FIFTH STREET
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 6, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Material/Design: Prestressed concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 2, Length of Maximum Span: 35.4m (116.1ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 3.4m (11.2ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 18.3m (60.0ft)

Condition: Deck: Fair, Superstructure: Very good, Substructure: Good, Operating Rating: 54.1 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: Equal to present minimum criteria, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Superior to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 10, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 56 0671, Location: 08-RIV-015-45.6-NRCO (Lat: 33.937833, Lng: -117.556014), Route carried "on" structure: City street R151, Year Built: 1988, Status: Open, Structure Length: 7.77m (25.49ft), Average Daily Traffic: 13,000 (year 1998), Truck Traffic: 1%, Average Future Daily Traffic: 14,378 (year 2028), Design Load: HS 20+Mod, Features Intersected: INTERSTATE 15, Facility Carried by Structure: SIXTH STREET
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 5, Lanes under structure: 6, Owner: State Highway Agency, Approaching Roadway Width: 20.7m (67.9ft), Skew: 22 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 2, Length of Maximum Span: 40.8m (133.9ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 20.7m (67.9ft), Out-to-Out Width: 24.4m (80.1ft)

Condition: Deck: Poor, Superstructure: Very good, Substructure: Satisfactory, Operating Rating: 54.1 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, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Superior to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 10, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 56 0698, Location: 08-RIV-015-45.89-NRCO (Lat: 33.942056, Lng: -117.555639), Route carried "on" structure: City street , Year Built: 1988, Status: Open, Structure Length: 7.59m (24.90ft), Average Daily Traffic: 4,000 (year 1998), Truck Traffic: 1%, Average Future Daily Traffic: 4,519 (year 2028), Design Load: HS 20+Mod, Features Intersected: INTERSTATE 15, Facility Carried by Structure: DETROIT STREET
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 7, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Material/Design: Prestressed concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 2, Length of Maximum Span: 38.1m (125.0ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 3.4m (11.2ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 18.3m (60.0ft)

Condition: Deck: Good, Superstructure: Very good, Substructure: Satisfactory, Operating Rating: 54.1 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: Equal to present minimum criteria, Underclear: High priority of corrective action, Approach Roadway Alignment: Superior to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 10, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 56C0296, Location: 0.12 MI. S/O SECOND ST. (Lat: 33.908167, Lng: -117.576986), Route carried "on" structure: City street , Year Built: 1979, Status: Open, Structure Length: 0.98m (3.22ft), Average Daily Traffic: 3,437 (year 2006), Truck Traffic: 1%, Average Future Daily Traffic: 8,217 (year 2028), Design Load: HS 20, Features Intersected: NORTH NORCO CHANNEL, Facility Carried by Structure: PARKRIDGE AVENUE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 10.8m (35.4ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 9.1m (29.9ft), Curb or Sidewalk Widths: Left: 0.3m (1.0ft), Right: 0.3m (1.0ft), Curb-To-Curb Width: 12.8m (42.0ft), Out-to-Out Width: 18.3m (60.0ft)

Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Excellent, Operating Rating: 99.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 61.2 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 48 months, Inspection Date: September 10, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 56C0297, Location: 300' S/O SECOND STREET (Lat: 33.908875, Lng: -117.575931), Route carried "on" structure: City street , Year Built: 1979, Status: Open, Structure Length: 1.29m (4.23ft), Average Daily Traffic: 4,350 (year 2006), Truck Traffic: 1%, Average Future Daily Traffic: 4,107 (year 2028), Design Load: HS 20, Features Intersected: NORTH NORCO CHANNEL, Facility Carried by Structure: WESTERN AVENUE
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: 3 degrees, Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 9.1m (29.9ft), Curb or Sidewalk Widths: Left: 0.3m (1.0ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 11.0m (36.1ft), Out-to-Out Width: 18.3m (60.0ft)

Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Excellent, Operating Rating: 99.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 70.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 10, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 56C0298, Location: 0.16 MI E/O PARKRIDGE AVE (Lat: 33.909458, Lng: -117.575403), Route carried "on" structure: City street , Year Built: 1979, Status: Open, Structure Length: 1.04m (3.41ft), Average Daily Traffic: 4,352 (year 2006), Truck Traffic: 1%, Average Future Daily Traffic: 8,217 (year 2028), Design Load: HS 20, Features Intersected: NORTH NORCO CHANNEL, Facility Carried by Structure: 2ND STREET
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 7.0m (23.0ft), Skew: 2 degrees, Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 9.1m (29.9ft), Curb or Sidewalk Widths: Left: 0.3m (1.0ft), Right: 0.3m (1.0ft), Curb-To-Curb Width: 8.8m (28.9ft), Out-to-Out Width: 18.3m (60.0ft)

Condition: Deck: Fair, Superstructure: Good, Substructure: Good, Channel: Excellent, Operating Rating: 99.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 62.2 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: September 10, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 56C0299, Location: 0.12 MI N/O SECOND STREET (Lat: 33.911417, Lng: -117.571403), Route carried "on" structure: City street , Year Built: 1979, Status: Open, Structure Length: 1.01m (3.31ft), Average Daily Traffic: 3,000 (year 2004), Truck Traffic: 2%, Average Future Daily Traffic: 6,161 (year 2028), Design Load: HS 20, Features Intersected: NORTH NORCO CHANNEL, Facility Carried by Structure: PACIFIC AVENUE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 9.7m (31.8ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 9.1m (29.9ft), Curb or Sidewalk Widths: Left: 0.3m (1.0ft), Right: 0.3m (1.0ft), Curb-To-Curb Width: 9.7m (31.8ft), Out-to-Out Width: 17.7m (58.1ft)

Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Channel: Excellent, Operating Rating: 90.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 54.1 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 48 months, Inspection Date: September 10, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 56C03, Location: 0.2 MI N/O SECOND STREET (Lat: 33.911403, Lng: -117.566847), Route carried "on" structure: City street , Year Built: 1979, Status: Open, Structure Length: 1.07m (3.51ft), Average Daily Traffic: 4,617 (year 2006), Truck Traffic: 1%, Average Future Daily Traffic: 4,107 (year 2028), Design Load: HS 20, Features Intersected: NORTH NORCO CHANNEL, Facility Carried by Structure: MOUNTAIN AVENUE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Skew: 2 degrees, Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 9.1m (29.9ft), Curb or Sidewalk Widths: Left: 0.3m (1.0ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 11.0m (36.1ft), Out-to-Out Width: 18.3m (60.0ft)

Condition: Deck: Fair, Superstructure: Good, Substructure: Satisfactory, Channel: Excellent, Operating Rating: 99.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 59.9 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: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 10, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 56C0319, Location: 200' W/O ROUTE 15 FWY (Lat: 33.916625, Lng: -117.557972), Route carried "on" structure: City street , Year Built: 1989, Status: Open, Structure Length: 1.58m (5.18ft), Average Daily Traffic: 2,000 (year 2004), Truck Traffic: 1%, Average Future Daily Traffic: 4,107 (year 2028), Design Load: HS 20, Features Intersected: NORTH NORCO CHANNEL, Facility Carried by Structure: 3RD STREET
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 2, Length of Maximum Span: 7.9m (25.9ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 3.4m (11.2ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 18.3m (60.0ft)

Condition: Deck: Poor, Superstructure: Good, Substructure: Good, Channel: Excellent, Operating Rating: 54.1 metric tons, Inventory Rating: 32.4 metric tons, 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: September 10, Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 56C0361, Location: 0.15 MI N/O 5TH STREET (Lat: 33.933514, Lng: -117.554208), Route carried "on" structure: City street , Year Built: 1986, Status: Open, Structure Length: 1.13m (3.71ft), Average Daily Traffic: 4,000 (year 2004), Truck Traffic: 1%, Average Future Daily Traffic: 8,217 (year 2028), Design Load: HS 20, Features Intersected: NORTH NORCO CHANNEL, Facility Carried by Structure: SIERRA AVENUE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 8.1m (26.6ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 10.4m (34.1ft), Curb-To-Curb Width: 8.1m (26.6ft), Out-to-Out Width: 20.1m (65.9ft)

Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Channel: Excellent, Operating Rating: 98.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 59.3 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, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.13m (3.71ft), Designated Inspection Frequency: Every 48 months, Inspection Date: September 10, Bridge Improvement Cost: $227,000, Roadway Improvement Cost: $45,000, Total Project Cost: $381,000 ( Estimate for 2010), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 56C039, Location: 50 FT E OF INTERSTATE 15 (Lat: 33.924264, Lng: -117.555972), Route carried "on" structure: City street , Year Built: 1989, Status: Open, Structure Length: 0.82m (2.69ft), Average Daily Traffic: 3,421 (year 2006), Truck Traffic: 1%, Average Future Daily Traffic: 4,107 (year 2028), Design Load: HS 20, Features Intersected: NORTH NORCO CHANNEL, Facility Carried by Structure: 4TH STREET
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.7m (12.1ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 1.5m (4.9ft)

Condition: Channel: Excellent, Culverts: Satisfactory, Operating Rating: 54.1 metric tons, Inventory Rating: 32.4 metric tons, Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: September 10

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Structure Number: 56C0391, Location: 50' E/O ROUTE 15 FREEWAY (Lat: 33.931125, Lng: -117.555583), Route carried "on" structure: City street , Year Built: 1989, Status: Open, Structure Length: 0.82m (2.69ft), Average Daily Traffic: 3,922 (year 2006), Truck Traffic: 1%, Average Future Daily Traffic: 4,107 (year 2028), Design Load: HS 20, Features Intersected: NORTH NORCO CHANNEL, Facility Carried by Structure: 5TH STREET
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.7m (12.1ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 1.5m (4.9ft)

Condition: Channel: Excellent, Culverts: Very good, Operating Rating: 54.1 metric tons, Inventory Rating: 32.4 metric tons, Structural Evaluation: Equal to present desirable criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: September 10

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Structure Number: 56C0442, Location: 0.3 MI N/O 2ND STREET (Lat: 33.914833, Lng: -117.560319), Route carried "on" structure: City street , Year Built: 1980, Status: Open, Structure Length: 1.07m (3.51ft), Average Daily Traffic: 29,360 (year 2006), Truck Traffic: 2%, Average Future Daily Traffic: 36,971 (year 2028), Design Load: HS 20, Features Intersected: NORTH NORCO CHANNEL, Facility Carried by Structure: HAMNER AVENUE
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: 2 degrees, Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 10.1m (33.1ft), Curb-To-Curb Width: 26.2m (86.0ft), Out-to-Out Width: 33.5m (109.9ft)

Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Satisfactory, Channel: Excellent, Operating Rating: 54.1 metric tons, Inventory Rating: 32.4 metric tons, Structural Evaluation: Equal to 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 48 months, Inspection Date: September 10, Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 56C0446, Location: 0.5 MI. N/O SIXTH STREET (Lat: 33.946056, Lng: -117.558292), Route carried "on" structure: City street , Year Built: 1939, Year Reconstructed: 1995, Status: Open, Structure Length: 20.60m (67.59ft), Average Daily Traffic: 14,406 (year 2004), Truck Traffic: 5%, Average Future Daily Traffic: 18,000 (year 2030), Design Load: H 15, Features Intersected: SANTA ANA RIVER, Facility Carried by Structure: HAMNER AVENUE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Base Highway Network: Yes, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Material/Design: Concrete continuous, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 11, Length of Maximum Span: 21.3m (69.9ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 1.2m (3.9ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 11.2m (36.7ft)

Condition: Deck: Serious, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 41.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 24.9 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: Equal to present desirable criteria, Approach Roadway Alignment: Superior to present desirable criteria, Length Of Structure Improvement: 20.60m (67.59ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 10, Bridge Improvement Cost: $2,317,000, Roadway Improvement Cost: $463,000, Total Project Cost: $3,892,000 ( Estimate for 2010), Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 56 0665, Location: 08-RIV-015-42.88-NRCO (Lat: 33.898736, Lng: -117.559875), Route carried "under" structure: Interstate 15, Year Built: 1989, Structure Length: 8.78m (28.81ft), Average Daily Traffic: 156,000 (year 2009), Features Intersected: INTERSTATE 15, Facility Carried by Structure: HIDDEN VALLEY PKWY
Minimum Vertical Clearance: 5.26m (17.26ft), Kilometerpoint: 4.288, Lanes on structure: 5, Lanes under structure: 8, Material/Design: Prestressed concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Length of Maximum Span: 45.1m (148.0ft)

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Structure Number: 56 0667L, Location: 08-RIV-015-43.64-NRCO (Lat: 33.909722, Lng: -117.558819), Route carried "under" structure: City street R107, Year Built: 1989, Structure Length: 4.36m (14.30ft), Average Daily Traffic: 12,000 (year 1998), Truck Traffic: 1%, Features Intersected: SECOND STREET, Facility Carried by Structure: INTERSTATE 15 SB
Minimum Vertical Clearance: 5.79m (19.00ft), Kilometerpoint: 0.000, Lanes on structure: 3, Lanes under structure: 4, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Length of Maximum Span: 42.7m (140.1ft)

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Structure Number: 56 0667R, Location: 08-RIV-015-43.64-NRCO (Lat: 33.909764, Lng: -117.558431), Route carried "under" structure: City street R107, Year Built: 1989, Structure Length: 4.36m (14.30ft), Average Daily Traffic: 12,000 (year 1998), Truck Traffic: 1%, Features Intersected: SECOND STREET, Facility Carried by Structure: INTERSTATE 15 NB
Minimum Vertical Clearance: 4.61m (15.12ft), Kilometerpoint: 0.000, Lanes on structure: 4, Lanes under structure: 5, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Length of Maximum Span: 42.7m (140.1ft)

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Structure Number: 56 067, Location: 08-RIV-015-45.14-NRCO (Lat: 33.931125, Lng: -117.556194), Route carried "under" structure: Interstate 15, Year Built: 1989, Structure Length: 7.01m (23.00ft), Average Daily Traffic: 150,000 (year 2009), Truck Traffic: 11%, Features Intersected: INTERSTATE 15, Facility Carried by Structure: FIFTH STREET
Minimum Vertical Clearance: 5.08m (16.67ft), Kilometerpoint: 4.514, Lanes on structure: 2, Lanes under structure: 6, Material/Design: Prestressed concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Length of Maximum Span: 35.4m (116.1ft)

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Structure Number: 56 0671, Location: 08-RIV-015-45.6-NRCO (Lat: 33.937833, Lng: -117.556014), Route carried "under" structure: Interstate 15, Year Built: 1988, Structure Length: 7.77m (25.49ft), Average Daily Traffic: 150,000 (year 2009), Truck Traffic: 11%, Features Intersected: INTERSTATE 15, Facility Carried by Structure: SIXTH STREET
Minimum Vertical Clearance: 5.08m (16.67ft), Kilometerpoint: 0.456, Lanes on structure: 5, Lanes under structure: 6, Material/Design: Prestressed concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Length of Maximum Span: 40.8m (133.9ft)

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Structure Number: 56 0698, Location: 08-RIV-015-45.89-NRCO (Lat: 33.942056, Lng: -117.555639), Route carried "under" structure: Interstate 15, Year Built: 1988, Structure Length: 7.59m (24.90ft), Average Daily Traffic: 150,000 (year 2009), Truck Traffic: 11%, Features Intersected: INTERSTATE 15, Facility Carried by Structure: DETROIT STREET
Minimum Vertical Clearance: 5.36m (17.59ft), Kilometerpoint: 4.589, Lanes on structure: 2, Lanes under structure: 7, Material/Design: Prestressed concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Length of Maximum Span: 38.1m (125.0ft)