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

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Structure Number: 56 0175L,  Location: 08-RIV-215-23.51-PER (Lat: 33.755000,  Lng: -117.188333),  Route carried "on" structure: State highway 215,  Year Built: 1962,  Status: Open,  Structure Length: 7.53m (24.70ft),  Average Daily Traffic: 25,500 (year 2000),  Truck Traffic: 6%,  Average Future Daily Traffic: 59,249 (year 2029),  Design Load: HS 20,  Features Intersected: ETHANAC OH & RTE 74
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 23.510,  Lanes on structure: 2,  Lanes under structure: 3,  Base Highway Network: Yes (Inventory Route: 2,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 11.3m (37.1ft),  Skew: 3 degrees,  Material/Design: Concrete continuous,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 26.8m (87.9ft),  Curb-To-Curb Width: 11.3m (37.1ft),  Out-to-Out Width: 12.1m (39.7ft)

Condition: Deck: Poor,  Superstructure: Good,  Substructure: Good,  Operating Rating: 66.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 40.1 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2007,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 56 0175R,  Location: 08-RIV-215-23.51-PER (Lat: 33.755000,  Lng: -117.188333),  Route carried "on" structure: State highway 215,  Year Built: 1962,  Status: Open,  Structure Length: 7.53m (24.70ft),  Average Daily Traffic: 25,500 (year 2000),  Truck Traffic: 6%,  Average Future Daily Traffic: 59,249 (year 2029),  Design Load: HS 20,  Features Intersected: ETHANAC OH & RTE 74
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 23.510,  Lanes on structure: 3,  Lanes under structure: 4,  Base Highway Network: Yes (Inventory Route: 2,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 16.3m (53.5ft),  Skew: 3 degrees,  Material/Design: Concrete continuous,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 26.8m (87.9ft),  Curb-To-Curb Width: 16.3m (53.5ft),  Out-to-Out Width: 17.1m (56.1ft)

Condition: Deck: Poor,  Superstructure: Good,  Substructure: Good,  Operating Rating: 68.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 41.4 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: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2007,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 56 0295,  Location: 08-RIV-215-24.91-PER (Lat: 33.771667,  Lng: -117.186667),  Route carried "on" structure: State highway 215,  Year Built: 1953,  Year Reconstructed: 1959,  Status: Open,  Structure Length: 0.94m (3.08ft),  Average Daily Traffic: 51,000 (year 2000),  Truck Traffic: 6%,  Average Future Daily Traffic: 118,496 (year 2029),  Design Load: HS 20,  Features Intersected: SAN JACINTO RIV OVERFLOW
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 24.910,  Lanes on structure: 4,  Base Highway Network: Yes (Inventory Route: 2,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 25.1m (82.3ft),  Skew: 30 degrees,  Material/Design: Concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 8.5m (27.9ft),  Curb-To-Curb Width: 25.1m (82.3ft),  Out-to-Out Width: 26.8m (87.9ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Very good,  Operating Rating: 57.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 34.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: July 2007,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 56 0296,  Location: 08-RIV-215-25.1-PER (Lat: 33.773333,  Lng: -117.198333),  Route carried "on" structure: State highway 215,  Year Built: 1953,  Year Reconstructed: 1983,  Status: Open,  Structure Length: 4.97m (16.31ft),  Average Daily Traffic: 51,000 (year 2000),  Truck Traffic: 6%,  Average Future Daily Traffic: 118,496 (year 2029),  Design Load: HS 20,  Features Intersected: SAN JACINTO RIVER
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 25.100,  Lanes on structure: 4,  Base Highway Network: Yes (Inventory Route: 2,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 25.1m (82.3ft),  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 12.2m (40.0ft),  Curb-To-Curb Width: 25.1m (82.3ft),  Out-to-Out Width: 26.8m (87.9ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Very good,  Operating Rating: 72.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 43.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: July 2007,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 56 0297,  Location: 08-RIV-215-25.32-PER (Lat: 33.775000,  Lng: -117.201667),  Route carried "on" structure: State highway 215,  Year Built: 1953,  Year Reconstructed: 1959,  Status: Open,  Structure Length: 0.94m (3.08ft),  Average Daily Traffic: 51,000 (year 2000),  Truck Traffic: 6%,  Average Future Daily Traffic: 118,496 (year 2029),  Design Load: HS 20,  Features Intersected: SAN JACINTO RIV OVERFLOW
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 25.320,  Lanes on structure: 4,  Base Highway Network: Yes (Inventory Route: 2,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 25.1m (82.3ft),  Material/Design: Concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 8.5m (27.9ft),  Curb-To-Curb Width: 25.1m (82.3ft),  Out-to-Out Width: 26.8m (87.9ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Very good,  Operating Rating: 60.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 36.3 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: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: July 2007,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 56 0298,  Location: 08-RIV-215-27.04-PER (Lat: 33.790000,  Lng: -117.225000),  Route carried "on" structure: City street R010,  Year Built: 1953,  Status: Open,  Structure Length: 3.60m (11.81ft),  Average Daily Traffic: 11,900 (year 1998),  Truck Traffic: 2%,  Average Future Daily Traffic: 14,668 (year 2029),  Design Load: HS 20,  Features Intersected: ROUTE 215,  Facility Carried by Structure: PERRIS BLVD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 8.5m (27.9ft),  Skew: 3 degrees,  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 17.1m (56.1ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 12.2m (40.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 99.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 79.0 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: High priority of replacement,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 3.60m (11.81ft),  Designated Inspection Frequency: Every 48 months,  Inspection Date: July 2007,  Bridge Improvement Cost: $527,000,  Roadway Improvement Cost: $53,000,  Total Project Cost: $791,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 56 0299S,  Location: 08-RIV-215-27.23-PER (Lat: 33.791667,  Lng: -117.231667),  Route carried "on" structure: Bypass Interstate 215,  Year Built: 1953,  Status: Open,  Structure Length: 3.78m (12.40ft),  Average Daily Traffic: 3,100 (year 1998),  Truck Traffic: 2%,  Average Future Daily Traffic: 3,316 (year 2029),  Design Load: HS 20,  Features Intersected: ROUTE 215/ D-ST ON-RMP
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 27.230,  Lanes on structure: 2,  Lanes under structure: 4,  Base Highway Network: Yes (Inventory Route: 2,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 6.7m (22.0ft),  Skew: 4 degrees,  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 18.0m (59.1ft),  Curb or Sidewalk Widths: Left: 0.6m (2.0ft),  Right: 0.6m (2.0ft),  Curb-To-Curb Width: 6.7m (22.0ft),  Out-to-Out Width: 8.4m (27.6ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 90.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 54.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: High priority of replacement,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 3.78m (12.40ft),  Designated Inspection Frequency: Every 48 months,  Inspection Date: July 2007,  Bridge Improvement Cost: $381,000,  Roadway Improvement Cost: $38,000,  Total Project Cost: $572,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 56 0458,  Location: 08-RIV-074-27.51-PER (Lat: 33.783333,  Lng: -117.215000),  Route carried "on" structure: State highway 74,  Year Built: 1961,  Status: Open,  Structure Length: 5.33m (17.49ft),  Average Daily Traffic: 21,400 (year 1997),  Truck Traffic: 12%,  Average Future Daily Traffic: 56,278 (year 2028),  Design Load: HS 20,  Features Intersected: ROUTE 215
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 27.510,  Lanes on structure: 2,  Lanes under structure: 4,  Base Highway Network: Yes (,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Material/Design: Concrete continuous,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 18.0m (59.1ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 13.0m (42.7ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  Operating Rating: 61.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 37.2 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: May 2006,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 56 0729,  Location: 08-RIV-215-22.76-PER (Lat: 33.746667,  Lng: -117.188333),  Route carried "on" structure: City street ,  Year Built: 1992,  Status: Open,  Structure Length: 6.71m (22.01ft),  Average Daily Traffic: 1,000 (year 1998),  Truck Traffic: 1%,  Average Future Daily Traffic: 1,152 (year 2029),  Design Load: HS 20+Mod,  Features Intersected: ROUTE 215,  Facility Carried by Structure: ETHANAC ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Lanes under structure: 6,  Owner: State Highway Agency,  Approaching Roadway Width: 23.2m (76.1ft),  Skew: 20 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 32.9m (107.9ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 23.2m (76.1ft),  Out-to-Out Width: 25.5m (83.7ft)

Condition: Deck: Satisfactory,  Superstructure: Very good,  Substructure: Good,  Operating Rating: 53.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Superior to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2007,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 56 0735,  Location: 08-RIV-215-34.25-PER (Lat: 33.888333,  Lng: -117.270000),  Route carried "on" structure: County highway R093,  Year Built: 1983,  Status: Open,  Structure Length: 6.46m (21.19ft),  Average Daily Traffic: 6,440 (year 1998),  Truck Traffic: 2%,  Average Future Daily Traffic: 10,477 (year 2029),  Design Load: HS 20+Mod,  Features Intersected: ROUTE 215,  Facility Carried by Structure: VAN BUREN BLVD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 3,  Lanes under structure: 6,  Owner: State Highway Agency,  Approaching Roadway Width: 17.1m (56.1ft),  Skew: 1 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 33.2m (108.9ft),  Curb-To-Curb Width: 15.8m (51.8ft),  Out-to-Out Width: 16.9m (55.4ft)

Condition: Deck: Fair,  Superstructure: Very good,  Substructure: Good,  Operating Rating: 53.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Superior to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2007,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 56 0761,  Location: 08-RIV-215-28-PER (Lat: 33.801667,  Lng: -117.231667),  Route carried "on" structure: County highway W550,  Year Built: 1994,  Status: Open,  Structure Length: 7.92m (25.98ft),  Average Daily Traffic: 10,000 (year 1998),  Truck Traffic: 2%,  Average Future Daily Traffic: 15,716 (year 2029),  Design Load: HS 20+Mod,  Features Intersected: ROUTE 215,  Facility Carried by Structure: NUEVO ROAD
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: 23.2m (76.1ft),  Skew: 3 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 42.1m (138.1ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 23.2m (76.1ft),  Out-to-Out Width: 26.8m (87.9ft)

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: 32.4 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: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2007,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 56 0763,  Location: 08-RIV-215-29.5-PER (Lat: 33.823333,  Lng: -117.240000),  Route carried "on" structure: County highway G175,  Year Built: 1994,  Status: Open,  Structure Length: 6.61m (21.69ft),  Average Daily Traffic: 10,000 (year 1998),  Truck Traffic: 2%,  Average Future Daily Traffic: 10,686 (year 2029),  Design Load: HS 20+Mod,  Features Intersected: ROUTE 215,  Facility Carried by Structure: PLACENTIA AVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Lanes under structure: 6,  Owner: State Highway Agency,  Approaching Roadway Width: 19.5m (64.0ft),  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: 34.4m (112.9ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 3.0m (9.8ft),  Curb-To-Curb Width: 19.5m (64.0ft),  Out-to-Out Width: 25.2m (82.7ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Operating Rating: 53.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2007,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 56 0765,  Location: 08-RIV-215-32.3-PER (Lat: 33.858333,  Lng: -117.256667),  Route carried "on" structure: County highway ,  Year Built: 1994,  Status: Open,  Structure Length: 6.58m (21.59ft),  Average Daily Traffic: 17,000 (year 1998),  Truck Traffic: 2%,  Average Future Daily Traffic: 18,167 (year 2029),  Design Load: HS 20+Mod,  Features Intersected: ROUTE 215,  Facility Carried by Structure: OLEANDER AVE
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: 23.2m (76.1ft),  Skew: 1 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 32.9m (107.9ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 23.2m (76.1ft),  Out-to-Out Width: 26.8m (87.9ft)

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: 32.4 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: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2007,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 56C0035,  Location: 0.8 MI S/E OF ELLIS AVE (Lat: 33.765306,  Lng: -117.208417),  Route carried "on" structure: City street ,  Year Built: 1927,  Status: Open,  Structure Length: 3.41m (11.19ft),  Average Daily Traffic: 4,000 (year 1990),  Truck Traffic: 1%,  Average Future Daily Traffic: 5,187 (year 2029),  Design Load: H 15,  Features Intersected: SAN JACINTO RIVER,  Facility Carried by Structure: CASE ROAD
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),  Material/Design: Concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 6.7m (22.0ft),  Curb-To-Curb Width: 7.0m (23.0ft),  Out-to-Out Width: 7.9m (25.9ft)

Condition: Deck: Fair,  Superstructure: Good,  Substructure: Good,  Channel: Very good,  Operating Rating: 32.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 19.0 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 3.41m (11.19ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2007,  Bridge Improvement Cost: $135,000,  Roadway Improvement Cost: $13,000,  Total Project Cost: $202,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 56C0036,  Location: 0.83 MI S OF ELLIS AVENUE (Lat: 33.764361,  Lng: -117.206861),  Route carried "on" structure: City street ,  Year Built: 1928,  Status: Open,  Structure Length: 0.73m (2.40ft),  Average Daily Traffic: 4,000 (year 1990),  Truck Traffic: 1%,  Average Future Daily Traffic: 5,187 (year 2029),  Design Load: H 15,  Features Intersected: SAN JACINTO RIV OVERFLOW,  Facility Carried by Structure: CASE ROAD
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),  Material/Design: Concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 7.0m (23.0ft),  Curb-To-Curb Width: 7.0m (23.0ft),  Out-to-Out Width: 7.9m (25.9ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Very good,  Operating Rating: 31.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 19.0 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 0.73m (2.40ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2007,  Bridge Improvement Cost: $29,000,  Roadway Improvement Cost: $3,000,  Total Project Cost: $43,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 56C0038,  Location: 2.2 MI. E/O RTE. 215 FWY. (Lat: 33.844472,  Lng: -117.212917),  Route carried "on" structure: City street W554,  Year Built: 1956,  Year Reconstructed: 1979,  Status: Open,  Structure Length: 3.08m (10.10ft),  Average Daily Traffic: 10,000 (year 1990),  Truck Traffic: 2%,  Average Future Daily Traffic: 12,448 (year 2029),  Design Load: HS 20,  Features Intersected: PERRIS VALLEY STORM DRN,  Facility Carried by Structure: RAMONA EXPRESSWAY
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 21.8m (71.5ft),  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 6.7m (22.0ft),  Curb-To-Curb Width: 21.8m (71.5ft),  Out-to-Out Width: 27.4m (89.9ft)

Condition: Deck: Fair,  Superstructure: Good,  Substructure: Good,  Channel: Very good,  Operating Rating: 53.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2007,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 56C0039,  Location: 1.55 MI. E/O RTE. 215 FWY (Lat: 33.801111,  Lng: -117.206361),  Route carried "on" structure: City street W550,  Year Built: 1956,  Status: Open,  Structure Length: 3.08m (10.10ft),  Average Daily Traffic: 5,000 (year 1990),  Truck Traffic: 1%,  Average Future Daily Traffic: 7,261 (year 2029),  Design Load: HS 20,  Features Intersected: PERRIS VALLEY STORM DRN,  Facility Carried by Structure: NUEVO ROAD
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),  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 6.7m (22.0ft),  Curb or Sidewalk Widths: Left: 0.6m (2.0ft),  Right: 0.6m (2.0ft),  Curb-To-Curb Width: 7.9m (25.9ft),  Out-to-Out Width: 9.1m (29.9ft)

Condition: Deck: Poor,  Superstructure: Good,  Substructure: Satisfactory,  Channel: Very good,  Operating Rating: 53.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: High priority of corrective action,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 3.08m (10.10ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2007,  Bridge Improvement Cost: $336,000,  Roadway Improvement Cost: $34,000,  Total Project Cost: $505,000,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 56C0172,  Location: 1.4 MI. S/O ELLIS AVENUE (Lat: 33.751750,  Lng: -117.223583),  Route carried "on" structure: City street R010,  Year Built: 1970,  Status: Open,  Structure Length: 4.36m (14.30ft),  Average Daily Traffic: 2,000 (year 2000),  Truck Traffic: 1%,  Average Future Daily Traffic: 2,593 (year 2029),  Design Load: HS 20,  Features Intersected: SAN JACINTO RIVER,  Facility Carried by Structure: GOETZ ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 12.3m (40.4ft),  Skew: 4 degrees,  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 6,  Length of Maximum Span: 7.9m (25.9ft),  Curb-To-Curb Width: 12.3m (40.4ft),  Out-to-Out Width: 12.5m (41.0ft)

Condition: Deck: Fair,  Superstructure: Good,  Substructure: Poor,  Channel: Very good,  Operating Rating: 99.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 71.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Meets minimum limits,  Deck Geometry: Better than present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2007,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 56C0536,  Location: 0.9 MI EAST OF PERRIS BLV (Lat: 33.830306,  Lng: -117.210306),  Route carried "on" structure: City street ,  Year Built: 2005,  Status: Open,  Structure Length: 2.42m (7.94ft),  Average Daily Traffic: 2,000 (year 2005),  Truck Traffic: 1%,  Average Future Daily Traffic: 2,400 (year 2025),  Design Load: HS 20+Mod,  Features Intersected: PERRIS VALLEY STORMDRAIN,  Facility Carried by Structure: RIDER ST
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 15.2m (49.9ft),  Skew: 2 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 4.6m (15.1ft),  Curb or Sidewalk Widths: Left: 1.7m (5.6ft),  Right: 1.7m (5.6ft),  Curb-To-Curb Width: 19.3m (63.3ft),  Out-to-Out Width: 23.3m (76.4ft)

Condition: Channel: Very good,  Culverts: Good,  Operating Rating: 54.0 metric tons,  Inventory Rating: 32.4 metric tons,  Structural Evaluation: Better than present minimum 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: December 2007

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Structure Number: 56 0175L,  Location: 08-RIV-215-23.51-PER (Lat: 33.755000,  Lng: -117.188333),  Route carried "under" structure: State highway 74,  Year Built: 1962,  Structure Length: 7.53m (24.70ft),  Average Daily Traffic: 19,500 (year 1998),  Truck Traffic: 10%,  Features Intersected: ETHANAC OH & RTE 74,  Facility Carried by Structure: ROUTE 215
Minimum Vertical Clearance: 6.22m (20.41ft),  Kilometerpoint: 2.754,  Lanes on structure: 2,  Lanes under structure: 3,  Material/Design: Concrete continuous,  Design/Construction: Tee Beam,  Length of Maximum Span: 26.8m (87.9ft)

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Structure Number: 56 0175R,  Location: 08-RIV-215-23.51-PER (Lat: 33.755000,  Lng: -117.188333),  Route carried "under" structure: State highway 74,  Year Built: 1962,  Structure Length: 7.53m (24.70ft),  Average Daily Traffic: 19,500 (year 1998),  Truck Traffic: 10%,  Features Intersected: ETHANAC OH & RTE 74,  Facility Carried by Structure: ROUTE 215
Minimum Vertical Clearance: 6.22m (20.41ft),  Kilometerpoint: 2.754,  Lanes on structure: 3,  Lanes under structure: 4,  Material/Design: Concrete continuous,  Design/Construction: Tee Beam,  Length of Maximum Span: 26.8m (87.9ft)

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Structure Number: 56 0298,  Location: 08-RIV-215-27.04-PER (Lat: 33.790000,  Lng: -117.225000),  Route carried "under" structure: State highway 215,  Year Built: 1953,  Structure Length: 3.60m (11.81ft),  Average Daily Traffic: 63,000 (year 2000),  Truck Traffic: 12%,  Features Intersected: ROUTE 215,  Facility Carried by Structure: PERRIS BLVD
Minimum Vertical Clearance: 5.13m (16.83ft),  Kilometerpoint: 2.704,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Concrete continuous,  Design/Construction: Slab,  Length of Maximum Span: 17.1m (56.1ft)

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Structure Number: 56 0299S,  Location: 08-RIV-215-27.23-PER (Lat: 33.791667,  Lng: -117.231667),  Route carried "under" structure: State highway 215,  Year Built: 1953,  Structure Length: 3.78m (12.40ft),  Average Daily Traffic: 63,000 (year 2000),  Truck Traffic: 12%,  Features Intersected: ROUTE 215/ D-ST ON-RMP
Minimum Vertical Clearance: 5.05m (16.57ft),  Kilometerpoint: 2.723,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Concrete continuous,  Design/Construction: Slab,  Length of Maximum Span: 18.0m (59.1ft)

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Structure Number: 56 0458,  Location: 08-RIV-074-27.51-PER (Lat: 33.783333,  Lng: -117.215000),  Route carried "under" structure: Interstate 215,  Year Built: 1961,  Structure Length: 5.33m (17.49ft),  Average Daily Traffic: 51,900 (year 1997),  Truck Traffic: 12%,  Features Intersected: ROUTE 215,  Facility Carried by Structure: ROUTE 74
Minimum Vertical Clearance: 5.08m (16.67ft),  Kilometerpoint: 2.631,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Concrete continuous,  Design/Construction: Tee Beam,  Length of Maximum Span: 18.0m (59.1ft)

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Structure Number: 56 0729,  Location: 08-RIV-215-22.76-PER (Lat: 33.746667,  Lng: -117.188333),  Route carried "under" structure: State highway 215,  Year Built: 1992,  Structure Length: 6.71m (22.01ft),  Average Daily Traffic: 51,000 (year 2000),  Truck Traffic: 6%,  Features Intersected: ROUTE 215,  Facility Carried by Structure: ETHANAC ROAD
Minimum Vertical Clearance: 5.18m (16.99ft),  Kilometerpoint: 2.276,  Lanes on structure: 4,  Lanes under structure: 6,  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 32.9m (107.9ft)

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Structure Number: 56 0735,  Location: 08-RIV-215-34.25-PER (Lat: 33.888333,  Lng: -117.270000),  Route carried "under" structure: State highway 215,  Year Built: 1983,  Structure Length: 6.46m (21.19ft),  Average Daily Traffic: 84,000 (year 2000),  Truck Traffic: 12%,  Features Intersected: ROUTE 215,  Facility Carried by Structure: VAN BUREN BLVD
Minimum Vertical Clearance: 5.23m (17.16ft),  Kilometerpoint: 3.425,  Lanes on structure: 3,  Lanes under structure: 6,  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 33.2m (108.9ft)

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Structure Number: 56 0761,  Location: 08-RIV-215-28-PER (Lat: 33.801667,  Lng: -117.231667),  Route carried "under" structure: State highway 215,  Year Built: 1994,  Structure Length: 7.92m (25.98ft),  Average Daily Traffic: 63,000 (year 2000),  Truck Traffic: 12%,  Features Intersected: ROUTE 215,  Facility Carried by Structure: NUEVO ROAD
Minimum Vertical Clearance: 5.74m (18.83ft),  Kilometerpoint: 0.280,  Lanes on structure: 5,  Lanes under structure: 6,  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 42.1m (138.1ft)

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Structure Number: 56 0763,  Location: 08-RIV-215-29.5-PER (Lat: 33.823333,  Lng: -117.240000),  Route carried "under" structure: State highway 215,  Year Built: 1994,  Structure Length: 6.61m (21.69ft),  Average Daily Traffic: 63,000 (year 2000),  Truck Traffic: 12%,  Features Intersected: ROUTE 215,  Facility Carried by Structure: PLACENTIA AVE
Minimum Vertical Clearance: 5.79m (19.00ft),  Kilometerpoint: 0.295,  Lanes on structure: 4,  Lanes under structure: 6,  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 34.4m (112.9ft)

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Structure Number: 56 0765,  Location: 08-RIV-215-32.3-PER (Lat: 33.858333,  Lng: -117.256667),  Route carried "under" structure: State highway 215,  Year Built: 1994,  Structure Length: 6.58m (21.59ft),  Average Daily Traffic: 70,000 (year 2000),  Truck Traffic: 11%,  Features Intersected: ROUTE 215,  Facility Carried by Structure: OLEANDER AVE
Minimum Vertical Clearance: 5.49m (18.01ft),  Kilometerpoint: 0.323,  Lanes on structure: 5,  Lanes under structure: 6,  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 32.9m (107.9ft)