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Bridge Statistics for Santa Paula, California (CA) - Condition, Traffic, Stress, Structural Evaluation, Project CostsBack to: Santa Paula, CA, California, California forum, All US cities. National Bridge Inventory (NBI) Statistics Number of bridges: 28 Total length: 109 meters (358ft) Total costs: $1,627,000 Total average daily traffic: 494,560 Total average daily truck traffic: 48,046 National Bridge Inventory (NBI) Registered Bridges for Santa Paula
Bridge Condition - Deck Bridge Condition - Superstructure Bridge Condition - Channel Find on map >>
Structure Number: 52 0257L, Location: 07-VEN-126-R11.37-SPA (Lat: 34.345000, Lng: -119.066667), Route carried "on" structure: State highway 126, Year Built: 1965, Status: Open, Structure Length: 3.66m (12.01ft), Average Daily Traffic: 18,750 (year 1998), Truck Traffic: 10%, Average Future Daily Traffic: 25,893 (year 2029), Design Load: HS 20, Features Intersected: PALM AVENUE Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 11.370, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes (Inventory Route: 1, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 11.3m (37.1ft), Material/Design: Concrete continuous, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 18.3m (60.0ft), Curb-To-Curb Width: 11.3m (37.1ft), Out-to-Out Width: 12.1m (39.7ft) Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Operating Rating: 61.3 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: Somewhat better than minimum adequacy, Approach Roadway Alignment: Superior to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2007, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 52 0257R, Location: 07-VEN-126-R11.37-SPA (Lat: 34.345000, Lng: -119.066667), Route carried "on" structure: State highway 126, Year Built: 1965, Status: Open, Structure Length: 3.66m (12.01ft), Average Daily Traffic: 18,750 (year 1998), Truck Traffic: 10%, Average Future Daily Traffic: 25,893 (year 2029), Design Load: HS 20, Features Intersected: PALM AVENUE Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 11.370, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes (Inventory Route: 1, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 11.3m (37.1ft), Material/Design: Concrete continuous, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 18.3m (60.0ft), Curb-To-Curb Width: 11.3m (37.1ft), Out-to-Out Width: 12.1m (39.7ft) Condition: Deck: Fair, Superstructure: Good, Substructure: Good, Operating Rating: 61.3 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: Somewhat better than minimum adequacy, Approach Roadway Alignment: Superior to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2007, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 52 0259L, Location: 07-VEN-126-R11.79-SPA (Lat: 34.348333, Lng: -119.060000), Route carried "on" structure: State highway 126, Year Built: 1965, Status: Open, Structure Length: 3.66m (12.01ft), Average Daily Traffic: 18,750 (year 1998), Truck Traffic: 10%, Average Future Daily Traffic: 25,893 (year 2029), Design Load: HS 20, Features Intersected: EIGHTH STREET Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 11.790, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes (Inventory Route: 1, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 11.2m (36.7ft), Material/Design: Concrete continuous, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 18.3m (60.0ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 0.6m (2.0ft), Curb-To-Curb Width: 11.2m (36.7ft), Out-to-Out Width: 12.7m (41.7ft) Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Operating Rating: 64.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 39.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: September 2007, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 52 0259R, Location: 07-VEN-126-R11.79-SPA (Lat: 34.348333, Lng: -119.060000), Route carried "on" structure: State highway 126, Year Built: 1965, Status: Open, Structure Length: 3.66m (12.01ft), Average Daily Traffic: 18,750 (year 1998), Truck Traffic: 10%, Average Future Daily Traffic: 25,893 (year 2029), Design Load: HS 20, Features Intersected: EIGHTH STREET Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 11.790, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes (Inventory Route: 1, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 11.3m (37.1ft), Material/Design: Concrete continuous, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 18.3m (60.0ft), Curb-To-Curb Width: 11.3m (37.1ft), Out-to-Out Width: 12.1m (39.7ft) Condition: Deck: Fair, Superstructure: Good, Substructure: Good, Operating Rating: 64.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 39.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: 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: September 2007, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 52 0260L, Location: 07-VEN-126-R12.04-SPA (Lat: 34.350000, Lng: -119.056667), Route carried "on" structure: State highway 126, Year Built: 1965, Status: Open, Structure Length: 3.66m (12.01ft), Average Daily Traffic: 18,750 (year 1998), Truck Traffic: 10%, Average Future Daily Traffic: 25,893 (year 2029), Design Load: HS 20, Features Intersected: ROUTE 150 (10TH ST) Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 12.040, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes (Inventory Route: 1, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 11.2m (36.7ft), Material/Design: Concrete continuous, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 18.3m (60.0ft), Curb-To-Curb Width: 11.2m (36.7ft), Out-to-Out Width: 12.1m (39.7ft) Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Operating Rating: 64.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 39.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: September 2007, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 52 0260R, Location: 07-VEN-126-R12.04-SPA (Lat: 34.350000, Lng: -119.056667), Route carried "on" structure: State highway 126, Year Built: 1965, Status: Open, Structure Length: 3.66m (12.01ft), Average Daily Traffic: 18,750 (year 1998), Truck Traffic: 10%, Average Future Daily Traffic: 25,893 (year 2029), Design Load: HS 20, Features Intersected: ROUTE 150 (10TH ST) Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 12.040, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes (Inventory Route: 1, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 11.2m (36.7ft), Material/Design: Concrete continuous, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 18.3m (60.0ft), Curb-To-Curb Width: 11.2m (36.7ft), Out-to-Out Width: 12.1m (39.7ft) Condition: Deck: Fair, Superstructure: Good, Substructure: Good, Operating Rating: 64.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 39.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: 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: September 2007, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 52 0261L, Location: 07-VEN-126-R12.29-SPA (Lat: 34.351667, Lng: -119.053333), Route carried "on" structure: State highway 126, Year Built: 1965, Status: Open, Structure Length: 3.66m (12.01ft), Average Daily Traffic: 14,250 (year 1998), Truck Traffic: 12%, Average Future Daily Traffic: 24,733 (year 2029), Design Load: HS 20, Features Intersected: TWELFTH STREET Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 12.290, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes (Inventory Route: 1, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 11.3m (37.1ft), Material/Design: Concrete continuous, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 18.3m (60.0ft), Curb-To-Curb Width: 11.3m (37.1ft), Out-to-Out Width: 12.1m (39.7ft) Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Operating Rating: 64.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 39.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: September 2007, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 52 0261R, Location: 07-VEN-126-R12.29-SPA (Lat: 34.351667, Lng: -119.053333), Route carried "on" structure: State highway 126, Year Built: 1965, Status: Open, Structure Length: 3.96m (12.99ft), Average Daily Traffic: 14,250 (year 1998), Truck Traffic: 12%, Average Future Daily Traffic: 24,733 (year 2029), Design Load: HS 20, Features Intersected: TWELFTH STREET Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 12.290, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes (Inventory Route: 1, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 11.3m (37.1ft), Material/Design: Concrete continuous, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 18.3m (60.0ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 0.6m (2.0ft), Curb-To-Curb Width: 11.3m (37.1ft), Out-to-Out Width: 12.7m (41.7ft) Condition: Deck: Fair, Superstructure: Good, Substructure: Good, Operating Rating: 41.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 25.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: 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: September 2007, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 52 0265, Location: 07-VEN-126-R10.38-SPA (Lat: 34.336667, Lng: -119.081667), Route carried "on" structure: City street Z607, Year Built: 1965, Status: Open, Structure Length: 7.35m (24.11ft), Average Daily Traffic: 10,000 (year 1998), Truck Traffic: 1%, Average Future Daily Traffic: 11,601 (year 2029), Design Load: HS 20, Features Intersected: ROUTE 126, Facility Carried by Structure: PECK ROAD 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: 9.8m (32.2ft), Material/Design: Concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 4, Length of Maximum Span: 26.5m (86.9ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 1.5m (4.9ft), Curb-To-Curb Width: 9.8m (32.2ft), Out-to-Out Width: 12.3m (40.4ft) Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Operating Rating: 71.7 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: Meets minimum limits, Underclear: High priority of corrective action, Length Of Structure Improvement: 7.35m (24.11ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2007, Bridge Improvement Cost: $1,085,000, Roadway Improvement Cost: $108,000, Total Project Cost: $1,627,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 52 0267L, Location: 07-VEN-126-R12.71-SPA (Lat: 34.355000, Lng: -119.046667), Route carried "on" structure: State highway 126, Year Built: 1965, Status: Open, Structure Length: 5.30m (17.39ft), Average Daily Traffic: 14,250 (year 1998), Truck Traffic: 12%, Average Future Daily Traffic: 24,733 (year 2029), Design Load: HS 20, Features Intersected: SANTA PAULA CREEK Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 12.710, Lanes on structure: 2, Base Highway Network: Yes (Inventory Route: 1, 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: 3, Length of Maximum Span: 21.3m (69.9ft), Curb-To-Curb Width: 11.3m (37.1ft), Out-to-Out Width: 12.1m (39.7ft) Condition: Deck: Poor, Superstructure: Good, Substructure: Good, Channel: Fair, Operating Rating: 68.8 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: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Superior to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2007, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 52 0267R, Location: 07-VEN-126-R12.70-SPA (Lat: 34.355000, Lng: -119.046667), Route carried "on" structure: State highway 126, Year Built: 1965, Status: Open, Structure Length: 5.30m (17.39ft), Average Daily Traffic: 14,250 (year 1998), Truck Traffic: 12%, Average Future Daily Traffic: 24,733 (year 2029), Design Load: HS 20, Features Intersected: SANTA PAULA CREEK Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 12.700, Lanes on structure: 2, Base Highway Network: Yes (Inventory Route: 1, 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: 3, Length of Maximum Span: 21.3m (69.9ft), Curb-To-Curb Width: 11.3m (37.1ft), Out-to-Out Width: 12.1m (39.7ft) Condition: Deck: Poor, Superstructure: Good, Substructure: Good, Channel: Fair, Operating Rating: 68.8 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: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Superior to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2007, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 52 0292, Location: 07-VEN-126-R10.4-SPA (Lat: 34.336667, Lng: -119.081667), Route carried "on" structure: State highway 126, Year Built: 1965, Status: Open, Structure Length: 0.79m (2.59ft), Average Daily Traffic: 37,500 (year 1998), Truck Traffic: 10%, Average Future Daily Traffic: 51,785 (year 2029), Design Load: HS 20, Features Intersected: FARMERS IRRIGATION CHA Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 10.400, Lanes on structure: 6, Base Highway Network: Yes (Inventory Route: 1, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 45.7m (149.9ft), Skew: 30 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 2.4m (7.9ft), Curb-To-Curb Width: 45.7m (149.9ft) Condition: Channel: Very good, Culverts: Very good, Operating Rating: 53.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Superior to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: September 2007 Find on map >>
Structure Number: 52 0292Y, Location: 07-VEN-126-R10.4-SPA (Lat: 34.336667, Lng: -119.081667), Route carried "on" structure: City street 126, Year Built: 1965, Status: Open, Structure Length: 0.79m (2.59ft), Average Daily Traffic: 1,400 (year 1998), Truck Traffic: 1%, Average Future Daily Traffic: 1,582 (year 2029), Design Load: HS 20, Features Intersected: FARMERS IRRIGATION CHA, Facility Carried by Structure: ACACIA WAY Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 10.400, Lanes on structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 21.2m (69.6ft), Skew: 20 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 2.4m (7.9ft), Curb-To-Curb Width: 21.2m (69.6ft) 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: Superior to present desirable criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Superior to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: September 2007 Find on map >>
Structure Number: 52 0293, Location: 07-VEN-126-R10.89-SPA (Lat: 34.341667, Lng: -119.071667), Route carried "on" structure: State highway 126, Year Built: 1965, Status: Open, Structure Length: 0.64m (2.10ft), Average Daily Traffic: 37,500 (year 1998), Truck Traffic: 10%, Average Future Daily Traffic: 51,785 (year 2029), Design Load: HS 20, Features Intersected: STECKEL BARRANCA Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 10.890, Lanes on structure: 4, Base Highway Network: Yes (Inventory Route: 1, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 33.5m (109.9ft), Skew: 20 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.4m (11.2ft), Curb-To-Curb Width: 33.5m (109.9ft) Condition: Channel: Very good, Culverts: Very good, Operating Rating: 53.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Superior to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: September 2007 Find on map >>
Structure Number: 52 0422, Location: 07-VEN-126-16.69-SPA (Lat: 37.378333, Lng: -118.988333), Route carried "on" structure: State highway 126, Year Built: 1991, Status: Open, Structure Length: 2.07m (6.79ft), Average Daily Traffic: 32,000 (year 1998), Truck Traffic: 11%, Average Future Daily Traffic: 50,731 (year 2029), Design Load: HS 20, Features Intersected: SESPE RANCH UC #1 Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 16.690, Lanes on structure: 4, Lanes under structure: 2, Base Highway Network: Yes (Inventory Route: 1, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 24.3m (79.7ft), Skew: 20 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 20.7m (67.9ft), Curb-To-Curb Width: 24.3m (79.7ft), Out-to-Out Width: 25.1m (82.3ft) Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Operating Rating: 53.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: September 2007, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 52 0423, Location: 07-VEN-126-18.53-SPA (Lat: 34.388333, Lng: -118.955000), Route carried "on" structure: State highway 126, Year Built: 1991, Status: Open, Structure Length: 2.07m (6.79ft), Average Daily Traffic: 28,000 (year 1998), Truck Traffic: 11%, Average Future Daily Traffic: 33,750 (year 2029), Design Load: HS 20, Features Intersected: SESPE RANCH UC #2 Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 18.530, Lanes on structure: 4, Lanes under structure: 2, Base Highway Network: Yes (Inventory Route: 1, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 24.3m (79.7ft), Skew: 20 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 20.7m (67.9ft), Curb-To-Curb Width: 24.3m (79.7ft), Out-to-Out Width: 25.1m (82.3ft) Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Operating Rating: 53.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: High priority of corrective action, Approach Roadway Alignment: Superior to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: September 2007, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 52 0256, Location: 07-VEN-126-R10.63-SPA (Lat: 34.340000, Lng: -119.076667), Route carried "under" structure: State highway 126, Year Built: 1965, Structure Length: 14.33m (47.01ft), Average Daily Traffic: 37,500 (year 1998), Truck Traffic: 10%, Features Intersected: STATE ROUTE 126, Facility Carried by Structure: LAURIE LANE POC Minimum Vertical Clearance: 0.52m (1.71ft), Kilometerpoint: 1.063, Lanes under structure: 4, Material/Design: Concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Length of Maximum Span: 18.9m (62.0ft) Find on map >>
Structure Number: 52 0257L, Location: 07-VEN-126-R11.37-SPA (Lat: 34.345000, Lng: -119.066667), Route carried "under" structure: City street Z616, Year Built: 1965, Structure Length: 3.66m (12.01ft), Average Daily Traffic: 13,000 (year 1998), Truck Traffic: 1%, Features Intersected: PALM AVENUE, Facility Carried by Structure: STATE ROUTE 126 Minimum Vertical Clearance: 4.67m (15.32ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Concrete continuous, Design/Construction: Tee Beam, Length of Maximum Span: 18.3m (60.0ft) Find on map >>
Structure Number: 52 0257R, Location: 07-VEN-126-R11.37-SPA (Lat: 34.345000, Lng: -119.066667), Route carried "under" structure: City street Z616, Year Built: 1965, Structure Length: 3.66m (12.01ft), Average Daily Traffic: 13,000 (year 1998), Truck Traffic: 1%, Features Intersected: PALM AVENUE, Facility Carried by Structure: STATE ROUTE 126 Minimum Vertical Clearance: 4.77m (15.65ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Concrete continuous, Design/Construction: Tee Beam, Length of Maximum Span: 18.3m (60.0ft) Find on map >>
Structure Number: 52 0259L, Location: 07-VEN-126-R11.79-SPA (Lat: 34.348333, Lng: -119.060000), Route carried "under" structure: City street Z617, Year Built: 1965, Structure Length: 3.66m (12.01ft), Average Daily Traffic: 18,750 (year 1998), Truck Traffic: 10%, Features Intersected: EIGHTH STREET, Facility Carried by Structure: STATE ROUTE 126 Minimum Vertical Clearance: 4.64m (15.22ft), Kilometerpoint: 1.179, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Concrete continuous, Design/Construction: Tee Beam, Length of Maximum Span: 18.3m (60.0ft) Find on map >>
Structure Number: 52 0259R, Location: 07-VEN-126-R11.79-SPA (Lat: 34.348333, Lng: -119.060000), Route carried "under" structure: City street Z617, Year Built: 1965, Structure Length: 3.66m (12.01ft), Average Daily Traffic: 18,750 (year 1998), Truck Traffic: 10%, Features Intersected: EIGHTH STREET, Facility Carried by Structure: STATE ROUTE 126 Minimum Vertical Clearance: 4.64m (15.22ft), Kilometerpoint: 1.179, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Concrete continuous, Design/Construction: Tee Beam, Length of Maximum Span: 18.3m (60.0ft) Find on map >>
Structure Number: 52 0260L, Location: 07-VEN-126-R12.04-SPA (Lat: 34.350000, Lng: -119.056667), Route carried "under" structure: State highway 150, Year Built: 1965, Structure Length: 3.66m (12.01ft), Average Daily Traffic: 5,800 (year 1998), Truck Traffic: 7%, Features Intersected: ROUTE 150 (10TH ST), Facility Carried by Structure: STATE ROUTE 126 WB Minimum Vertical Clearance: 4.82m (15.81ft), Kilometerpoint: 0.344, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Concrete continuous, Design/Construction: Tee Beam, Length of Maximum Span: 18.3m (60.0ft) Find on map >>
Structure Number: 52 0260R, Location: 07-VEN-126-R12.04-SPA (Lat: 34.350000, Lng: -119.056667), Route carried "under" structure: State highway 150, Year Built: 1965, Structure Length: 3.66m (12.01ft), Average Daily Traffic: 5,800 (year 1998), Truck Traffic: 7%, Features Intersected: ROUTE 150 (10TH ST), Facility Carried by Structure: STATE ROUTE 126 EB Minimum Vertical Clearance: 4.67m (15.32ft), Kilometerpoint: 0.344, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Concrete continuous, Design/Construction: Tee Beam, Length of Maximum Span: 18.3m (60.0ft) Find on map >>
Structure Number: 52 0261L, Location: 07-VEN-126-R12.29-SPA (Lat: 34.351667, Lng: -119.053333), Route carried "under" structure: City street Z608, Year Built: 1965, Structure Length: 3.66m (12.01ft), Average Daily Traffic: 14,250 (year 1998), Truck Traffic: 12%, Features Intersected: TWELFTH STREET, Facility Carried by Structure: STATE ROUTE 126 Minimum Vertical Clearance: 4.82m (15.81ft), Kilometerpoint: 1.229, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Concrete continuous, Design/Construction: Tee Beam, Length of Maximum Span: 18.3m (60.0ft) Find on map >>
Structure Number: 52 0261R, Location: 07-VEN-126-R12.29-SPA (Lat: 34.351667, Lng: -119.053333), Route carried "under" structure: City street Z608, Year Built: 1965, Structure Length: 3.96m (12.99ft), Average Daily Traffic: 14,250 (year 1998), Truck Traffic: 12%, Features Intersected: TWELFTH STREET, Facility Carried by Structure: STATE ROUTE 126 Minimum Vertical Clearance: 4.82m (15.81ft), Kilometerpoint: 1.229, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Concrete continuous, Design/Construction: Tee Beam, Length of Maximum Span: 18.3m (60.0ft) Find on map >>
Structure Number: 52 0265, Location: 07-VEN-126-R10.38-SPA (Lat: 34.336667, Lng: -119.081667), Route carried "under" structure: State highway 126, Year Built: 1965, Structure Length: 7.35m (24.11ft), Average Daily Traffic: 37,500 (year 1998), Truck Traffic: 10%, Features Intersected: ROUTE 126, Facility Carried by Structure: PECK ROAD Minimum Vertical Clearance: 4.74m (15.55ft), Kilometerpoint: 1.038, Lanes on structure: 2, Lanes under structure: 6, Material/Design: Concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Length of Maximum Span: 26.5m (86.9ft) Find on map >>
Structure Number: 52 0422, Location: 07-VEN-126-16.69-SPA (Lat: 37.378333, Lng: -118.988333), Route carried "under" structure: Other road , Year Built: 1991, Structure Length: 2.07m (6.79ft), Average Daily Traffic: 30 (year 1991), Truck Traffic: 1%, Features Intersected: SESPE RANCH UC #1, Facility Carried by Structure: STATE ROUTE 126 Minimum Vertical Clearance: 4.87m (15.98ft), Kilometerpoint: 0.000, Lanes on structure: 4, Lanes under structure: 2, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Length of Maximum Span: 20.7m (67.9ft) Find on map >>
Structure Number: 52 0423, Location: 07-VEN-126-18.53-SPA (Lat: 34.388333, Lng: -118.955000), Route carried "under" structure: Other road , Year Built: 1991, Structure Length: 2.07m (6.79ft), Average Daily Traffic: 30 (year 1991), Truck Traffic: 1%, Features Intersected: SESPE RANCH UC #2, Facility Carried by Structure: STATE ROUTE 126 Minimum Vertical Clearance: 5.05m (16.57ft), Kilometerpoint: 0.000, Lanes on structure: 4, Lanes under structure: 2, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Length of Maximum Span: 20.7m (67.9ft) Discuss this city on our hugely popular California forum Back to: Santa Paula, CA, California, All US cities.
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