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Bridge Statistics for El Paso de Robles (Paso Robles), California (CA) - Condition, Traffic, Stress, Structural Evaluation, Project CostsBack to: El Paso de Robles (Paso Robles), CA, California, California forum, All US cities. National Bridge Inventory (NBI) Statistics Number of bridges: 24 Total length: 296 meters (971ft) Total costs: $7,575,000 Total average daily traffic: 268,072 Total average daily truck traffic: 21,500 National Bridge Inventory (NBI) Registered Bridges for El Paso de Robles (Paso Robles)
Bridge Condition - Deck Bridge Condition - Superstructure Bridge Condition - Substructure Bridge Condition - Channel Find on map >>
Structure Number: 49 0035, Location: 05-SLO-046-29.8-PSRS (Lat: 35.643333, Lng: -120.681667), Route carried "on" structure: State highway 46, Year Built: 1992, Status: Open, Structure Length: 23.65m (77.59ft), Average Daily Traffic: 14,200 (year 1997), Truck Traffic: 10%, Average Future Daily Traffic: 65,397 (year 2028), Design Load: HS 20+Mod, Features Intersected: SALINAS RIVER Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 29.800, Lanes on structure: 4, Base Highway Network: Yes (, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 28.0m (91.9ft), Skew: 9 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 5, Length of Maximum Span: 52.4m (171.9ft), Curb-To-Curb Width: 28.0m (91.9ft), Out-to-Out Width: 29.1m (95.5ft) Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Channel: 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: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2006, Deck Structure Type: Concrete Cast-file-Place Find on map >>
Structure Number: 49 0145, Location: 05-SLO-101-56.88-PSRS (Lat: 35.628333, Lng: -120.685000), Route carried "on" structure: City street Z654, Year Built: 1958, Status: Open, Structure Length: 3.60m (11.81ft), Average Daily Traffic: 16,000 (year 2005), Truck Traffic: 5%, Average Future Daily Traffic: 27,293 (year 2027), Design Load: HS 20, Features Intersected: ROUTE 101, Facility Carried by Structure: 13TH ST Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 3, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 16.8m (55.1ft), Material/Design: Prestressed concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 2, Length of Maximum Span: 17.7m (58.1ft), Curb or Sidewalk Widths: Left: 3.5m (11.5ft), Right: 3.6m (11.8ft), Curb-To-Curb Width: 16.8m (55.1ft), Out-to-Out Width: 24.5m (80.4ft) Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Operating Rating: 58.9 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: 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: April 2005, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 49 0148L, Location: 05-SLO-101-58.76-PSRS (Lat: 35.653333, Lng: -120.691667), Route carried "on" structure: US 101, Year Built: 1958, Status: Open, Structure Length: 18.78m (61.61ft), Average Daily Traffic: 11,750 (year 2005), Truck Traffic: 9%, Average Future Daily Traffic: 15,096 (year 2029), Design Load: HS 20, Features Intersected: UP RR, AMTRAK, SPRING ST Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 58.760, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes (Inventory Route: 1, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 10.1m (33.1ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 7, Length of Maximum Span: 34.4m (112.9ft), Curb or Sidewalk Widths: Left: 0.3m (1.0ft), Right: 0.3m (1.0ft), Curb-To-Curb Width: 8.6m (28.2ft), Out-to-Out Width: 10.3m (33.8ft) Condition: Deck: Poor, Superstructure: Poor, Substructure: Satisfactory, Operating Rating: 53.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 20.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Meets minimum limits, Deck Geometry: High priority of corrective action, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 19.41m (63.68ft), Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: Febuary 2008, Critical Feature Inspection Date: October 2006, Bridge Improvement Cost: $2,399,000, Roadway Improvement Cost: $240,000, Total Project Cost: $3,599,000, Deck Structure Type: Concrete Cast-file-Place Find on map >>
Structure Number: 49 0148R, Location: 05-SLO-101-58.76-PSRS (Lat: 35.653333, Lng: -120.691667), Route carried "on" structure: US 101, Year Built: 1958, Status: Open, Structure Length: 18.78m (61.61ft), Average Daily Traffic: 14,400 (year 2005), Truck Traffic: 9%, Average Future Daily Traffic: 23,081 (year 2029), Design Load: HS 20, Features Intersected: UP RR, AMTRAK, SPRING ST Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 58.760, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes (Inventory Route: 1, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 10.7m (35.1ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 7, Length of Maximum Span: 34.4m (112.9ft), Curb or Sidewalk Widths: Left: 0.5m (1.6ft), Right: 0.5m (1.6ft), Curb-To-Curb Width: 8.6m (28.2ft), Out-to-Out Width: 10.2m (33.5ft) Condition: Deck: Poor, Superstructure: Poor, Substructure: Fair, 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: Meets minimum limits, Deck Geometry: High priority of corrective action, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 18.78m (61.61ft), Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: Febuary 2008, Critical Feature Inspection Date: October 2006, Bridge Improvement Cost: $958,000, Roadway Improvement Cost: $96,000, Total Project Cost: $1,437,000, Deck Structure Type: Concrete Cast-file-Place Find on map >>
Structure Number: 49 0165L, Location: 05-SLO-101-57.91-PSRS (Lat: 35.643333, Lng: -120.685000), Route carried "on" structure: US 101, Year Built: 1992, Status: Open, Structure Length: 5.30m (17.39ft), Average Daily Traffic: 8,750 (year 1997), Truck Traffic: 9%, Average Future Daily Traffic: 29,859 (year 2029), Design Load: HS 20+Mod, Features Intersected: ROUTE 46 Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 57.910, Lanes on structure: 2, Lanes under structure: 6, Base Highway Network: Yes (Inventory Route: 1, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 11.9m (39.0ft), Material/Design: Prestressed concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 3, Length of Maximum Span: 29.9m (98.1ft), Curb-To-Curb Width: 11.9m (39.0ft), Out-to-Out Width: 12.9m (42.3ft) 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: 32.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2008, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 49 0165R, Location: 05-SLO-101-57.91-PSRS (Lat: 35.643333, Lng: -120.685000), Route carried "on" structure: US 101, Year Built: 1992, Status: Open, Structure Length: 5.30m (17.39ft), Average Daily Traffic: 22,000 (year 2005), Truck Traffic: 9%, Average Future Daily Traffic: 35,033 (year 2029), Design Load: HS 20+Mod, Features Intersected: SR 46 Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 57.910, Lanes on structure: 2, Lanes under structure: 6, Base Highway Network: Yes (Inventory Route: 1, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 11.9m (39.0ft), Material/Design: Prestressed concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 3, Length of Maximum Span: 29.9m (98.1ft), Curb-To-Curb Width: 11.9m (39.0ft), Out-to-Out Width: 12.9m (42.3ft) Condition: Deck: Poor, 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: Equal to present minimum criteria, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2008, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 49 0196L, Location: 05-SLO-101-54.11-PSRS (Lat: 35.590000, Lng: -120.695000), Route carried "on" structure: US 101, Year Built: 1966, Status: Open, Structure Length: 3.35m (10.99ft), Average Daily Traffic: 30,700 (year 2005), Truck Traffic: 9%, Average Future Daily Traffic: 49,253 (year 2029), Design Load: HS 20, Features Intersected: ROUTE 46 Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 54.110, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes (Inventory Route: 1, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 10.4m (34.1ft), Material/Design: Concrete continuous, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 15.8m (51.8ft), Curb-To-Curb Width: 11.5m (37.7ft), Out-to-Out Width: 12.1m (39.7ft) Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Operating Rating: 45.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 27.2 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: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2008, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 49 0196R, Location: 05-SLO-101-54.11-PSRS (Lat: 35.590000, Lng: -120.695000), Route carried "on" structure: US 101, Year Built: 1966, Status: Open, Structure Length: 3.35m (10.99ft), Average Daily Traffic: 20,150 (year 1997), Truck Traffic: 9%, Average Future Daily Traffic: 49,242 (year 2029), Design Load: HS 20+Mod, Features Intersected: SR 46 Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 54.110, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes (Inventory Route: 1, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 10.4m (34.1ft), Material/Design: Concrete continuous, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 15.8m (51.8ft), Curb-To-Curb Width: 11.5m (37.7ft), Out-to-Out Width: 12.1m (39.7ft) Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Fair, Operating Rating: 45.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 27.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Somewhat better than minimum adequacy, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2008, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 49 0224, Location: 05-SLO-101-55.97-PSRS (Lat: 35.613889, Lng: -120.683806), Route carried "on" structure: County highway , Year Built: 1987, Year Reconstructed: 2001, Status: Open, Structure Length: 41.67m (136.71ft), Average Daily Traffic: 12,300 (year 2005), Truck Traffic: 5%, Average Future Daily Traffic: 19,680 (year 2029), Design Load: HS 20, Features Intersected: ROUTE 101, Facility Carried by Structure: NIBLICK ROAD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 4, Owner: State Highway Agency, Maintenance Responsibility: City or Municipal Highway Agency, Approaching Roadway Width: 22.0m (72.2ft), Skew: 3 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 11, Length of Maximum Span: 41.1m (134.8ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 1.3m (4.3ft), Curb-To-Curb Width: 22.0m (72.2ft), Out-to-Out Width: 23.9m (78.4ft) Condition: Deck: Poor, Superstructure: Very good, Substructure: Good, Channel: Very good, Operating Rating: 99.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: High priority of corrective action, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2008, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 49 0227F, Location: 05-SLO-046-29.81-PSRS (Lat: 35.645000, Lng: -120.686667), Route carried "on" structure: Ramp State highway 46, Year Built: 1992, Status: Open, Structure Length: 5.58m (18.31ft), Average Daily Traffic: 2,650 (year 1998), Truck Traffic: 2%, Average Future Daily Traffic: 8,037 (year 2029), Design Load: HS 20+Mod, Features Intersected: SALINAS RIVER Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 29.810, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Material/Design: Prestressed concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 2, Length of Maximum Span: 27.7m (90.9ft), Curb-To-Curb Width: 11.0m (36.1ft), Out-to-Out Width: 12.0m (39.4ft) Condition: Deck: Good, Superstructure: Very 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: Better than present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2007, Deck Structure Type: Concrete Cast-file-Place Find on map >>
Structure Number: 49 0228G, Location: 05-SLO-101-57.85-PSRS (Lat: 35.640000, Lng: -120.683333), Route carried "on" structure: Ramp US 101, Year Built: 1992, Status: Open, Structure Length: 9.24m (30.31ft), Average Daily Traffic: 6,400 (year 2005), Truck Traffic: 2%, Average Future Daily Traffic: 10,304 (year 2029), Design Load: HS 20+Mod, Features Intersected: N101-E46 CONNECTOR RAMP Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 57.850, Lanes on structure: 2, Base Highway Network: Yes (Inventory Route: 1, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Material/Design: Prestressed concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 4, Length of Maximum Span: 29.3m (96.1ft), Curb-To-Curb Width: 11.0m (36.1ft), Out-to-Out Width: 12.2m (40.0ft) Condition: Deck: Fair, Superstructure: Very 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: Better than present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2008, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 49C0055, Location: 0.75 MI N OF SR 46 (Lat: 35.652778, Lng: -120.640000), Route carried "on" structure: City street Z661, Year Built: 1968, Status: Open, Structure Length: 0.79m (2.59ft), Average Daily Traffic: 1,600 (year 1998), Truck Traffic: 4%, Average Future Daily Traffic: 2,328 (year 2028), Features Intersected: DRY CREEK, Facility Carried by Structure: AIRPORT RD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 4.0m (13.1ft), Curb-To-Curb Width: 9.1m (29.9ft) 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: Somewhat better than minimum adequacy, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: August 2006 Find on map >>
Structure Number: 49C0314, Location: IN PASO ROBLES (Lat: 35.627778, Lng: -120.683889), Route carried "on" structure: City street Z654, Year Built: 1966, Year Reconstructed: 2006, Status: Open, Structure Length: 16.00m (52.49ft), Average Daily Traffic: 1,402 (year 1976), Truck Traffic: 2%, Average Future Daily Traffic: 1,546 (year 2029), Design Load: HS 20, Features Intersected: SALINAS RIVER, Facility Carried by Structure: 13TH ST Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 26.0m (85.3ft), Material/Design: Concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 5, Length of Maximum Span: 29.9m (98.1ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 26.0m (85.3ft), Out-to-Out Width: 26.0m (85.3ft) Condition: Deck: Fair, Superstructure: Good, Substructure: Good, Channel: Satisfactory, 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: Superior to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 15.03m (49.31ft), Designated Inspection Frequency: Every 24 months, Inspection Date: July 2007, Bridge Improvement Cost: $1,359,000, Roadway Improvement Cost: $136,000, Total Project Cost: $2,038,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 49C0357, Location: 0.18 MI E SPRING ST (Lat: 35.638889, Lng: -120.688889), Route carried "on" structure: City street Z656, Year Built: 1959, Status: Open, Structure Length: 3.66m (12.01ft), Average Daily Traffic: 7,390 (year 1976), Truck Traffic: 2%, Average Future Daily Traffic: 8,244 (year 2029), Design Load: H 20, Features Intersected: UP RR & AMTRAK, Facility Carried by Structure: 24TH ST Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 1 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 14.0m (45.9ft), Curb or Sidewalk Widths: Left: 0.5m (1.6ft), Right: 1.2m (3.9ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 11.4m (37.4ft) Condition: Deck: Poor, Superstructure: Good, Substructure: Good, Operating Rating: 69.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 33.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: High priority of corrective action, Underclear: Meets minimum limits, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 3.66m (12.01ft), Designated Inspection Frequency: Every 24 months, Inspection Date: July 2007, Bridge Improvement Cost: $334,000, Roadway Improvement Cost: $33,000, Total Project Cost: $501,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 49 0145, Location: 05-SLO-101-56.88-PSRS (Lat: 35.628333, Lng: -120.685000), Route carried "under" structure: US 101, Year Built: 1958, Structure Length: 3.60m (11.81ft), Average Daily Traffic: 36,000 (year 1998), Truck Traffic: 12%, Features Intersected: ROUTE 101, Facility Carried by Structure: 13TH ST Minimum Vertical Clearance: 0.46m (1.51ft), Kilometerpoint: 5.688, Lanes on structure: 3, Lanes under structure: 4, Material/Design: Prestressed concrete continuous, Design/Construction: Slab, Length of Maximum Span: 17.7m (58.1ft) Find on map >>
Structure Number: 49 0148L, Location: 05-SLO-101-58.76-PSRS (Lat: 35.653333, Lng: -120.691667), Route carried "under" structure: Ramp State highway , Year Built: 1958, Structure Length: 18.78m (61.61ft), Average Daily Traffic: 3,000 (year 2005), Truck Traffic: 9%, Features Intersected: UP RR, AMTRAK, SPRING ST, Facility Carried by Structure: U.S. HIGHWAY 101 Minimum Vertical Clearance: 7.37m (24.18ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 1, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 34.4m (112.9ft) Find on map >>
Structure Number: 49 0148L, Location: 05-SLO-101-58.76-PSRS (Lat: 35.653333, Lng: -120.691667), Route carried "under" structure: Other road , Year Built: 1958, Structure Length: 18.78m (61.61ft), Average Daily Traffic: 2,000 (year 2005), Truck Traffic: 7%, Features Intersected: UP RR, AMTRAK, SPRING ST, Facility Carried by Structure: U.S. HIGHWAY 101 Minimum Vertical Clearance: 7.32m (24.02ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 1, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 34.4m (112.9ft) Find on map >>
Structure Number: 49 0148R, Location: 05-SLO-101-58.76-PSRS (Lat: 35.653333, Lng: -120.691667), Route carried "under" structure: Ramp Other road , Year Built: 1958, Structure Length: 18.78m (61.61ft), Average Daily Traffic: 1,000 (year 2004), Truck Traffic: 10%, Features Intersected: UP RR, AMTRAK, SPRING ST, Facility Carried by Structure: U.S. HIGHWAY 101 Minimum Vertical Clearance: 7.62m (25.00ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 1, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 34.4m (112.9ft) Find on map >>
Structure Number: 49 0148R, Location: 05-SLO-101-58.76-PSRS (Lat: 35.653333, Lng: -120.691667), Route carried "under" structure: Other road , Year Built: 1958, Structure Length: 18.78m (61.61ft), Average Daily Traffic: 1,000 (year 2004), Truck Traffic: 10%, Features Intersected: UP RR, AMTRAK, SPRING ST, Facility Carried by Structure: U.S. HIGHWAY 101 Minimum Vertical Clearance: 7.62m (25.00ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 1, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 34.4m (112.9ft) Find on map >>
Structure Number: 49 0165L, Location: 05-SLO-101-57.91-PSRS (Lat: 35.643333, Lng: -120.685000), Route carried "under" structure: State highway 46, Year Built: 1992, Structure Length: 5.30m (17.39ft), Average Daily Traffic: 7,100 (year 1997), Truck Traffic: 2%, Features Intersected: ROUTE 46, Facility Carried by Structure: ROUTE 101 SB Minimum Vertical Clearance: 5.32m (17.45ft), Kilometerpoint: 2.976, Lanes on structure: 2, Lanes under structure: 6, Material/Design: Prestressed concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Length of Maximum Span: 29.9m (98.1ft) Find on map >>
Structure Number: 49 0165R, Location: 05-SLO-101-57.91-PSRS (Lat: 35.643333, Lng: -120.685000), Route carried "under" structure: State highway 46, Year Built: 1992, Structure Length: 5.30m (17.39ft), Average Daily Traffic: 8,700 (year 2005), Truck Traffic: 2%, Features Intersected: SR 46, Facility Carried by Structure: US 101 NB Minimum Vertical Clearance: 6.08m (19.95ft), Kilometerpoint: 2.976, Lanes on structure: 2, Lanes under structure: 6, Material/Design: Prestressed concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Length of Maximum Span: 29.9m (98.1ft) Find on map >>
Structure Number: 49 0196L, Location: 05-SLO-101-54.11-PSRS (Lat: 35.590000, Lng: -120.695000), Route carried "under" structure: State highway 46, Year Built: 1966, Structure Length: 3.35m (10.99ft), Average Daily Traffic: 2,900 (year 2005), Truck Traffic: 4%, Features Intersected: ROUTE 46, Facility Carried by Structure: ROUTE 101 Minimum Vertical Clearance: 0.50m (1.64ft), Kilometerpoint: 2.196, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Concrete continuous, Design/Construction: Tee Beam, Length of Maximum Span: 15.8m (51.8ft) Find on map >>
Structure Number: 49 0196R, Location: 05-SLO-101-54.11-PSRS (Lat: 35.590000, Lng: -120.695000), Route carried "under" structure: State highway 46, Year Built: 1966, Structure Length: 3.35m (10.99ft), Average Daily Traffic: 2,280 (year 1997), Truck Traffic: 4%, Features Intersected: SR 46, Facility Carried by Structure: US 101 NB Minimum Vertical Clearance: 5.34m (17.52ft), Kilometerpoint: 2.196, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Concrete continuous, Design/Construction: Tee Beam, Length of Maximum Span: 15.8m (51.8ft) Find on map >>
Structure Number: 49 0224, Location: 05-SLO-101-55.97-PSRS (Lat: 35.613889, Lng: -120.683806), Route carried "under" structure: US 101, Year Built: 1987, Structure Length: 41.67m (136.71ft), Average Daily Traffic: 34,400 (year 2005), Truck Traffic: 9%, Features Intersected: ROUTE 101, Facility Carried by Structure: NIBLICK ROAD Minimum Vertical Clearance: 0.62m (2.03ft), Kilometerpoint: 5.597, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Prestressed concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Length of Maximum Span: 41.1m (134.8ft) Discuss this city on our hugely popular California forum Back to: El Paso de Robles (Paso Robles), CA, California, All US cities.
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