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Bridge Statistics for San Luis Obispo, California (CA) - Condition, Traffic, Stress, Structural Evaluation, Project CostsBack to: San Luis Obispo, CA, California, California forum, All US cities. National Bridge Inventory (NBI) Statistics Number of bridges: 52 Total length: 172 meters (564ft) Total costs: $2,864,000 Total average daily traffic: 1,635,300 Total average daily truck traffic: 130,564 National Bridge Inventory (NBI) Registered Bridges for San Luis Obispo
Bridge Condition - Deck Bridge Condition - Superstructure Bridge Condition - Substructure Bridge Condition - Channel Bridge Condition - Culverts Find on map >>
Structure Number: 49 0008L, Location: 05-SLO-101-28.07-SLO (Lat: 35.275000, Lng: -120.670000), Route carried "on" structure: US 101, Year Built: 1953, Year Reconstructed: 1987, Status: Open, Structure Length: 4.36m (14.30ft), Average Daily Traffic: 36,000 (year 2006), Truck Traffic: 9%, Average Future Daily Traffic: 39,899 (year 2028), Design Load: HS 20+Mod, Features Intersected: MARSH STREET Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 28.070, Lanes on structure: 3, Lanes under structure: 2, Base Highway Network: Yes (Inventory Route: 1, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 3 degrees, Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 16.8m (55.1ft), Curb-To-Curb Width: 15.0m (49.2ft), Out-to-Out Width: 16.0m (52.5ft) 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: Meets minimum limits, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: July 2006, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 49 0008R, Location: 05-SLO-101-28.07-SLO (Lat: 35.275000, Lng: -120.670000), Route carried "on" structure: US 101, Year Built: 1953, Year Reconstructed: 1987, Status: Open, Structure Length: 4.24m (13.91ft), Average Daily Traffic: 36,000 (year 2006), Truck Traffic: 9%, Average Future Daily Traffic: 39,899 (year 2028), Design Load: HS 20+Mod, Features Intersected: MARSH STREET Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 28.070, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes (Inventory Route: 1, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 11.9m (39.0ft), Skew: 1 degrees, Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 16.2m (53.1ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 11.7m (38.4ft), Out-to-Out Width: 12.7m (41.7ft) 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: 32.6 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: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: July 2006, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 49 0039L, Location: 05-SLO-101-28.81-SLO (Lat: 35.285000, Lng: -120.665000), Route carried "on" structure: US 101, Year Built: 1953, Year Reconstructed: 1987, Status: Open, Structure Length: 4.15m (13.62ft), Average Daily Traffic: 36,000 (year 2006), Truck Traffic: 9%, Average Future Daily Traffic: 39,899 (year 2028), Design Load: HS 20+Mod, Features Intersected: CHORRO STREET Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 28.810, Lanes on structure: 3, Lanes under structure: 3, Base Highway Network: Yes (Inventory Route: 1, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 14.9m (48.9ft), Skew: 1 degrees, Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 18.9m (62.0ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 15.0m (49.2ft), Out-to-Out Width: 16.0m (52.5ft) Condition: Deck: Satisfactory, Superstructure: 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: Meets minimum limits, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: July 2006, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 49 0039R, Location: 05-SLO-101-28.81-SLO (Lat: 35.285000, Lng: -120.665000), Route carried "on" structure: US 101, Year Built: 1953, Year Reconstructed: 1987, Status: Open, Structure Length: 4.15m (13.62ft), Average Daily Traffic: 27,550 (year 1997), Truck Traffic: 9%, Average Future Daily Traffic: 73,407 (year 2028), Design Load: HS 20+Mod, Features Intersected: CHORRO STREET Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 28.810, Lanes on structure: 3, Lanes under structure: 3, Base Highway Network: Yes (Inventory Route: 1, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 14.9m (48.9ft), Skew: 1 degrees, Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 18.9m (62.0ft), Curb-To-Curb Width: 14.9m (48.9ft), Out-to-Out Width: 15.9m (52.2ft) 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: Meets minimum limits, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: July 2006, Deck Structure Type: Concrete Cast-file-Place Find on map >>
Structure Number: 49 0079, Location: 05-SLO-101-29.4-SLO (Lat: 35.290000, Lng: -120.658333), Route carried "on" structure: City street Y401, Year Built: 1954, Year Reconstructed: 1972, Status: Open, Structure Length: 4.02m (13.19ft), Average Daily Traffic: 14,100 (year 2006), Truck Traffic: 5%, Average Future Daily Traffic: 17,048 (year 2028), Design Load: HS 20, Features Intersected: US 101, Facility Carried by Structure: CALIFORNIA BLVD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 4, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 16.2m (53.1ft), Skew: 20 degrees, Material/Design: Concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 2, Length of Maximum Span: 19.8m (65.0ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 16.2m (53.1ft), Out-to-Out Width: 19.9m (65.3ft) Condition: Deck: Fair, Superstructure: Good, Substructure: Good, Operating Rating: 99.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 86.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: July 2006, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 49 0084L, Location: 05-SLO-101-29.77-SLO (Lat: 35.291667, Lng: -120.651667), Route carried "on" structure: US 101, Year Built: 1953, Year Reconstructed: 1987, Status: Open, Structure Length: 5.64m (18.50ft), Average Daily Traffic: 37,400 (year 2006), Truck Traffic: 9%, Average Future Daily Traffic: 39,899 (year 2028), Design Load: HS 20+Mod, Features Intersected: GRAND AVE Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 29.770, Lanes on structure: 2, Lanes under structure: 4, Base Highway Network: Yes (Inventory Route: 1, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 11.9m (39.0ft), Material/Design: Concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 4, Length of Maximum Span: 16.8m (55.1ft), Curb-To-Curb Width: 11.7m (38.4ft), Out-to-Out Width: 12.7m (41.7ft) Condition: Deck: Good, Superstructure: 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: Equal to present minimum criteria, Approach Roadway Alignment: Superior to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: July 2006, Deck Structure Type: Concrete Cast-file-Place Find on map >>
Structure Number: 49 0084R, Location: 05-SLO-101-29.77-SLO (Lat: 35.291667, Lng: -120.651667), Route carried "on" structure: US 101, Year Built: 1953, Year Reconstructed: 1987, Status: Open, Structure Length: 5.64m (18.50ft), Average Daily Traffic: 37,400 (year 2006), Truck Traffic: 9%, Average Future Daily Traffic: 39,899 (year 2028), Design Load: HS 20+Mod, Features Intersected: GRAND AVE Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 29.770, Lanes on structure: 2, Lanes under structure: 4, Base Highway Network: Yes (Inventory Route: 1, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 11.9m (39.0ft), Material/Design: Concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 4, Length of Maximum Span: 16.8m (55.1ft), Curb-To-Curb Width: 11.7m (38.4ft), Out-to-Out Width: 12.7m (41.7ft) Condition: Deck: Good, Superstructure: Satisfactory, 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: Equal to present minimum criteria, Deck Geometry: Equal to 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 2006, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 49 0094, Location: 05-SLO-101-29.99-SLO (Lat: 35.291667, Lng: -120.648333), Route carried "on" structure: City street Y397, Year Built: 1953, Status: Open, Structure Length: 4.27m (14.01ft), Average Daily Traffic: 14,518 (year 2005), Truck Traffic: 5%, Average Future Daily Traffic: 21,440 (year 2029), Design Load: HS 20, Features Intersected: ROUTE 101, Facility Carried by Structure: BUENA VISTA AVE Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 5, Owner: State Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Skew: 2 degrees, Material/Design: Concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 2, Length of Maximum Span: 17.4m (57.1ft), Curb or Sidewalk Widths: Left: 0.5m (1.6ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 11.1m (36.4ft) Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Good, Operating Rating: 99.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 78.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: High priority of replacement, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 4.27m (14.01ft), Designated Inspection Frequency: Every 48 months, Inspection Date: May 2007, Bridge Improvement Cost: $579,000, Roadway Improvement Cost: $58,000, Total Project Cost: $869,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 49 0117, Location: 05-SLO-227-R11.73-SLO (Lat: 35.258333, Lng: -120.646667), Route carried "on" structure: State highway 227, Year Built: 1968, Year Reconstructed: 1978, Status: Open, Structure Length: 0.98m (3.22ft), Average Daily Traffic: 22,100 (year 2005), Truck Traffic: 5%, Average Future Daily Traffic: 32,251 (year 2029), Design Load: HS 20, Features Intersected: ACACIA CREEK Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 11.730, Lanes on structure: 4, Base Highway Network: Yes (Inventory Route: 2, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 24.4m (80.1ft), Skew: 24 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.0m (9.8ft), Curb or Sidewalk Widths: Left: 3.0m (9.8ft), Right: 0.0m, Curb-To-Curb Width: 24.4m (80.1ft), Out-to-Out Width: 31.0m (101.7ft) Condition: Channel: Good, Culverts: 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: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: January 2008, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 49 0123, Location: 05-SLO-001-17.05-SLO (Lat: 35.290000, Lng: -120.665000), Route carried "on" structure: State highway 1, Year Built: 1920, Year Reconstructed: 1968, Status: Open, Structure Length: 1.52m (4.99ft), Average Daily Traffic: 34,000 (year 2000), Truck Traffic: 4%, Average Future Daily Traffic: 38,179 (year 2027), Features Intersected: STENNER CREEK Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 17.050, Lanes on structure: 4, Base Highway Network: Yes (, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 12.8m (42.0ft), Skew: 24 degrees, Material/Design: Masonry, Design/Construction: Arch - Deck, Number Of Spans In Main Unit: 1, Length of Maximum Span: 15.2m (49.9ft), Curb or Sidewalk Widths: Left: 2.4m (7.9ft), Right: 2.4m (7.9ft), Curb-To-Curb Width: 19.5m (64.0ft), Out-to-Out Width: 27.9m (91.5ft) Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 69.8 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 41.7 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: September 2005, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 49 0144, Location: 05-SLO-001-16.77-SLO (Lat: 35.286667, Lng: -120.663333), Route carried "on" structure: State highway 1, Year Built: 1953, Status: Open, Structure Length: 3.93m (12.89ft), Average Daily Traffic: 34,000 (year 2000), Truck Traffic: 9%, Average Future Daily Traffic: 38,434 (year 2029), Design Load: HS 20, Features Intersected: US 101 Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 16.770, Lanes on structure: 4, Lanes under structure: 6, Base Highway Network: Yes (, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 15.8m (51.8ft), Material/Design: Concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 2, Length of Maximum Span: 19.2m (63.0ft), Curb or Sidewalk Widths: Left: 1.6m (5.2ft), Right: 1.6m (5.2ft), Curb-To-Curb Width: 15.8m (51.8ft), Out-to-Out Width: 19.6m (64.3ft) Condition: Deck: Fair, Superstructure: Good, Substructure: Good, Operating Rating: 99.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 61.6 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, 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 Find on map >>
Structure Number: 49 0146, Location: 05-SLO-101-28.7-SLO (Lat: 35.283333, Lng: -120.666667), Route carried "on" structure: US 101, Year Built: 1978, Status: Open, Structure Length: 1.16m (3.81ft), Average Daily Traffic: 55,100 (year 1997), Truck Traffic: 9%, Average Future Daily Traffic: 73,407 (year 2028), Design Load: HS 20, Features Intersected: STENNER CREEK Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 28.700, Lanes on structure: 4, Base Highway Network: Yes (Inventory Route: 1, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 43.9m (144.0ft), Skew: 32 degrees, Material/Design: Steel, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 10.7m (35.1ft), Out-to-Out Width: 70.0m (229.7ft) Condition: Channel: Good, Culverts: 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, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: July 2006 Find on map >>
Structure Number: 49 0185, Location: 05-SLO-101-25.91-SLO (Lat: 35.245000, Lng: -120.681667), Route carried "on" structure: County highway Y369, Year Built: 1962, Year Reconstructed: 1987, Status: Open, Structure Length: 9.14m (29.99ft), Average Daily Traffic: 19,200 (year 2006), Truck Traffic: 4%, Average Future Daily Traffic: 23,210 (year 2028), Design Load: HS 20+Mod, Features Intersected: ROUTE 101, Facility Carried by Structure: LOS OSOS VALLEY RO Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 5, Owner: State Highway Agency, Approaching Roadway Width: 12.8m (42.0ft), Skew: 24 degrees, Material/Design: Concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 4, Length of Maximum Span: 31.4m (103.0ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 14.5m (47.6ft) Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Operating Rating: 53.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: July 2006, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 49 019, Location: 05-SLO-227-R14.04-SLO (Lat: 35.266667, Lng: -120.671667), Route carried "on" structure: State highway 227, Year Built: 1963, Year Reconstructed: 1987, Status: Open, Structure Length: 8.11m (26.61ft), Average Daily Traffic: 30,400 (year 2006), Truck Traffic: 5%, Average Future Daily Traffic: 48,371 (year 2028), Design Load: HS 20+Mod, Features Intersected: US 101 Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 14.040, Lanes on structure: 6, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 26.2m (86.0ft), Skew: 24 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Number Of Approach Spans: 2, Length of Maximum Span: 26.8m (87.9ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 1.5m (4.9ft), Curb-To-Curb Width: 23.8m (78.1ft), Out-to-Out Width: 26.2m (86.0ft) Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Operating Rating: 53.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 8.11m (26.61ft), Designated Inspection Frequency: Every 48 months, Inspection Date: January 2006, Bridge Improvement Cost: $1,062,000, Roadway Improvement Cost: $106,000, Total Project Cost: $1,594,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 49 0234, Location: 05-SLO-227-R13.95-SLO (Lat: 35.266667, Lng: -120.671667), Route carried "on" structure: State highway 227, Year Built: 1963, Status: Open, Structure Length: 3.75m (12.30ft), Average Daily Traffic: 30,400 (year 2006), Truck Traffic: 7%, Average Future Daily Traffic: 36,064 (year 2029), Design Load: HS 20, Features Intersected: SAN LUIS OBISPO CREEK Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 13.950, Lanes on structure: 5, Base Highway Network: Yes (Inventory Route: 2, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 21.6m (70.9ft), Skew: 2 degrees, Material/Design: Concrete continuous, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 16.8m (55.1ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 1.5m (4.9ft), Curb-To-Curb Width: 19.5m (64.0ft), Out-to-Out Width: 21.6m (70.9ft) Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 55.3 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: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2008, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 49C0081, Route carried "on" structure: City street , Year Built: 1996, Status: Open, Structure Length: 3.19m (10.47ft), Average Daily Traffic: 1,043 (year 1998), Truck Traffic: 5%, Average Future Daily Traffic: 2,637 (year 2029), Design Load: HS 20+Mod, Features Intersected: SAN LUIS OBISPO CREEK, Facility Carried by Structure: ELKS LANE Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 12.4m (40.7ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 0.0m, Curb-To-Curb Width: 9.8m (32.2ft), Out-to-Out Width: 12.6m (41.3ft) Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Channel: Very good, Operating Rating: 53.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: April 2007, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 49C0107, Location: 0.1 MI W HIGUERA ST (Lat: 35.255000, Lng: -120.670000), Route carried "on" structure: City street Y390, Year Built: 1957, Status: Open, Structure Length: 3.75m (12.30ft), Average Daily Traffic: 500 (year 1978), Truck Traffic: 3%, Average Future Daily Traffic: 1,546 (year 2029), Design Load: HS 20, Features Intersected: SAN LUIS OBISPO CREEK, Facility Carried by Structure: PRADO RD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 10.7m (35.1ft), Skew: 3 degrees, Material/Design: Concrete continuous, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 12.2m (40.0ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 8.1m (26.6ft) Condition: Deck: Fair, Superstructure: Good, Substructure: Good, Channel: Satisfactory, Operating Rating: 57.1 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: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2007, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 49C0288, Location: 0.1 MI SE MARSH ST (Lat: 35.280833, Lng: -120.655833), Route carried "on" structure: City street , Year Built: 1989, Status: Open, Structure Length: 2.01m (6.59ft), Average Daily Traffic: 1,669 (year 1989), Truck Traffic: 3%, Average Future Daily Traffic: 3,092 (year 2029), Design Load: HS 20, Features Intersected: SAN LUIS OBISPO CREEK, Facility Carried by Structure: TORO ST 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), Skew: 4 degrees, Material/Design: Concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 18.3m (60.0ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 1.8m (5.9ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 11.8m (38.7ft) 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: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2007, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 49C029, Location: AT RTE 101 (Lat: 35.283889, Lng: -120.667778), Route carried "on" structure: City street , Year Built: 1909, Year Reconstructed: 1953, Status: Open, Structure Length: 1.71m (5.61ft), Average Daily Traffic: 2,000 (year 1980), Truck Traffic: 3%, Average Future Daily Traffic: 2,266 (year 2029), Features Intersected: STENNER CREEK, Facility Carried by Structure: BROAD ST Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 10.4m (34.1ft), Material/Design: Concrete, Design/Construction: Arch - Deck, Number Of Spans In Main Unit: 1, Length of Maximum Span: 16.5m (54.1ft), Curb-To-Curb Width: 6.8m (22.3ft), Out-to-Out Width: 6.8m (22.3ft) Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Fair, Channel: Satisfactory, Operating Rating: 25.4 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 16.3 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Meets minimum limits, Deck Geometry: High priority of corrective action, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 1.71m (5.61ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2007, Bridge Improvement Cost: $140,000, Roadway Improvement Cost: $14,000, Total Project Cost: $209,000, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 49C0298, Location: SANTA ROSA ST & OSOS ST (Lat: 35.280833, Lng: -120.658889), Route carried "on" structure: City street Y395, Year Built: 1909, Status: Open, Structure Length: 1.43m (4.69ft), Average Daily Traffic: 14,000 (year 1976), Truck Traffic: 3%, Average Future Daily Traffic: 14,941 (year 2029), Features Intersected: SAN LUIS OBISPO CREEK, Facility Carried by Structure: MARSH ST Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 3, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 15.2m (49.9ft), Skew: 2 degrees, Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 13.4m (44.0ft), Curb or Sidewalk Widths: Left: 2.6m (8.5ft), Right: 2.6m (8.5ft), Curb-To-Curb Width: 15.2m (49.9ft), Out-to-Out Width: 21.0m (68.9ft) Condition: Deck: Fair, Superstructure: Poor, Substructure: Good, Channel: Good, Operating Rating: 53.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 28.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Meets minimum limits, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2007, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 49C0356, Location: W SAN LUIS BAY DR (Lat: 35.285000, Lng: -120.652778), Route carried "on" structure: City street Y401, Year Built: 1935, Status: Open, Structure Length: 1.28m (4.20ft), Average Daily Traffic: 5,000 (year 1983), Truck Traffic: 3%, Average Future Daily Traffic: 5,667 (year 2029), Features Intersected: SAN LUIS OBISPO CREEK, Facility Carried by Structure: CALIFORNIA BLVD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 3, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 1 degrees, Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 12.2m (40.0ft), Curb or Sidewalk Widths: Left: 2.7m (8.9ft), Right: 2.7m (8.9ft), Curb-To-Curb Width: 12.0m (39.4ft), Out-to-Out Width: 18.5m (60.7ft) Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Channel: Very good, Operating Rating: 28.1 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: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2007, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 49C0366, Location: JUST NW PISMO ST (Lat: 35.281944, Lng: -120.655000), Route carried "on" structure: City street Y393, Year Built: 1957, Status: Open, Structure Length: 1.22m (4.00ft), Average Daily Traffic: 5,230 (year 1973), Truck Traffic: 3%, Average Future Daily Traffic: 3,185 (year 2026), Design Load: HS 20, Features Intersected: SAN LUIS OBISPO CREEK, Facility Carried by Structure: JOHNSON AVE Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 3, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 14.0m (45.9ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 11.6m (38.1ft), Curb or Sidewalk Widths: Left: 1.8m (5.9ft), Right: 1.8m (5.9ft), Curb-To-Curb Width: 14.0m (45.9ft), Out-to-Out Width: 18.3m (60.0ft) Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Very good, Operating Rating: 68.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 40.8 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: Equal to present minimum criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: October 2004, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 49C0368, Location: 0.01 mi S. of Marsh St (Lat: 35.280833, Lng: -120.657778), Route carried "on" structure: City street , Year Built: 2000, Status: Open, Structure Length: 1.67m (5.48ft), Average Daily Traffic: 3,000 (year 1998), Truck Traffic: 3%, Average Future Daily Traffic: 8,494 (year 2026), Design Load: HS 20+Mod, Features Intersected: SAN LUIS OBISPO CREEK, Facility Carried by Structure: SANTA ROSA ST Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 10.0m (32.8ft), Material/Design: Prestressed concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 16.7m (54.8ft), Curb or Sidewalk Widths: Left: 2.4m (7.9ft), Right: 1.8m (5.9ft), Curb-To-Curb Width: 10.0m (32.8ft), Out-to-Out Width: 15.0m (49.2ft) Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Very good, Operating Rating: 53.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: October 2004 Find on map >>
Structure Number: 49C0369, Location: 0.1 MI N HIGUERA ST (Lat: 35.278889, Lng: -120.665833), Route carried "on" structure: City street Y398, Year Built: 1994, Status: Open, Structure Length: 1.83m (6.00ft), Average Daily Traffic: 5,240 (year 1989), Truck Traffic: 3%, Average Future Daily Traffic: 10,304 (year 2029), Design Load: HS 20+Mod, Features Intersected: SAN LUIS OBISPO CREEK, Facility Carried by Structure: NIPOMO 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: 4 degrees, Material/Design: Concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 17.7m (58.1ft), Curb or Sidewalk Widths: Left: 3.0m (9.8ft), Right: 3.0m (9.8ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 18.9m (62.0ft) Condition: Deck: Fair, Superstructure: Good, Substructure: Good, Channel: Excellent, Operating Rating: 53.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2007, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 49C037, Route carried "on" structure: City street Y399, Year Built: 1935, Year Reconstructed: 1954, Status: Open, Structure Length: 1.16m (3.81ft), Average Daily Traffic: 5,580 (year 1973), Truck Traffic: 3%, Average Future Daily Traffic: 10,304 (year 2029), Design Load: HS 20, Features Intersected: STENNER CREEK, Facility Carried by Structure: S CHORRO ST Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 3, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 11.3m (37.1ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 12.3m (40.4ft), Out-to-Out Width: 15.3m (50.2ft) Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Channel: Satisfactory, Operating Rating: 28.1 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: Meets minimum limits, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Superior to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2007, Deck Structure Type: Concrete Cast-file-Place Find on map >>
Structure Number: 49C0372, Route carried "on" structure: City street Y387, Year Built: 1958, Year Reconstructed: 1974, Status: Open, Structure Length: 1.19m (3.90ft), Average Daily Traffic: 16,320 (year 1976), Truck Traffic: 3%, Average Future Daily Traffic: 30,912 (year 2029), Features Intersected: PERFUMO CREEK, Facility Carried by Structure: MADONNA RD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 5, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 24.4m (80.1ft), Skew: 1 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 4.9m (16.1ft), Curb or Sidewalk Widths: Left: 2.7m (8.9ft), Right: 2.8m (9.2ft), Curb-To-Curb Width: 24.4m (80.1ft), Out-to-Out Width: 33.5m (109.9ft) Condition: Channel: Good, Culverts: Very good, Operating Rating: 25.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 16.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Meets minimum limits, 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: April 2007, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 49C0381, Location: 0.2 MI W HIGUERA ST (Lat: 35.272778, Lng: -120.670833), Route carried "on" structure: City street , Year Built: 1905, Status: Open, Structure Length: 1.95m (6.40ft), Average Daily Traffic: 30 (year 1980), Average Future Daily Traffic: 63 (year 2028), Features Intersected: SAN LUIS OBISPO CREEK, Facility Carried by Structure: BIANCHI LANE Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 1, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 4.6m (15.1ft), Material/Design: Steel, Design/Construction: Girder and Floorbeam System, Number Of Spans In Main Unit: 1, Length of Maximum Span: 18.9m (62.0ft), Curb or Sidewalk Widths: Left: 0.1m (0.3ft), Right: 0.1m (0.3ft), Curb-To-Curb Width: 4.7m (15.4ft), Out-to-Out Width: 4.9m (16.1ft) Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Good, Operating Rating: 25.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 17.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Superior to present desirable criteria, Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: June 2006, Critical Feature Inspection Date: June 2006, Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 49C0382, Location: 0.1 MI NORTH OF HIGUERA (Lat: 35.278889, Lng: -120.665000), Route carried "on" structure: City street , Year Built: 1911, Status: Open, Structure Length: 1.22m (4.00ft), Average Daily Traffic: 3,000 (year 1980), Truck Traffic: 3%, Average Future Daily Traffic: 6,182 (year 2029), Features Intersected: SAN LUIS OBISPO CREEK, Facility Carried by Structure: BROAD ST Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 11.9m (39.0ft), Skew: 2 degrees, Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 11.0m (36.1ft), Curb or Sidewalk Widths: Left: 2.1m (6.9ft), Right: 2.1m (6.9ft), Curb-To-Curb Width: 11.9m (39.0ft), Out-to-Out Width: 16.2m (53.1ft) Condition: Deck: Good, Superstructure: Fair, Substructure: Satisfactory, Channel: 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: Somewhat better than minimum adequacy, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Superior to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2007, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 49C0393, Location: JUST NE PEPPER ST (Lat: 35.286944, Lng: -120.656944), Route carried "on" structure: City street , Year Built: 1978, Status: Open, Structure Length: 2.53m (8.30ft), Average Daily Traffic: 500 (year 1980), Truck Traffic: 2%, Average Future Daily Traffic: 623 (year 2026), Features Intersected: UP RR & AMTRAK, Facility Carried by Structure: MILL STREET Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Material/Design: Prestressed concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 9.1m (29.9ft), Curb or Sidewalk Widths: Left: 2.3m (7.5ft), Right: 2.3m (7.5ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 17.4m (57.1ft) Condition: Deck: Good, Superstructure: 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 desirable criteria, Underclear: Meets minimum limits, Approach Roadway Alignment: Somewhat better than minimum adequacy, Designated Inspection Frequency: Every 48 months, Inspection Date: October 2004, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 49C0395, Location: 0.1 MI NE LOS OSOS VLY RD (Lat: 35.246944, Lng: -120.682778), Route carried "on" structure: City street , Year Built: 1970, Status: Open, Structure Length: 0.82m (2.69ft), Average Daily Traffic: 3,000 (year 1980), Truck Traffic: 2%, Average Future Daily Traffic: 4,121 (year 2029), Features Intersected: PREFUMO CREEK, Facility Carried by Structure: CALLE JOAQUIN Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.7m (12.1ft), Curb or Sidewalk Widths: Left: 1.8m (5.9ft), Right: 2.9m (9.5ft), Curb-To-Curb Width: 12.1m (39.7ft), Out-to-Out Width: 16.8m (55.1ft) Condition: Channel: Very good, Culverts: Very good, Operating Rating: 53.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: April 2007, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 49C0397, Location: SANTA ROSA ST (Lat: 35.290833, Lng: -120.665833), Route carried "on" structure: City street , Year Built: 1951, Status: Open, Structure Length: 1.13m (3.71ft), Average Daily Traffic: 1,000 (year 1980), Truck Traffic: 3%, Average Future Daily Traffic: 1,546 (year 2029), Features Intersected: STENNER CREEK, Facility Carried by Structure: MURRAY ST Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 10.4m (34.1ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 5.5m (18.0ft), Curb or Sidewalk Widths: Left: 1.8m (5.9ft), Right: 1.6m (5.2ft), Curb-To-Curb Width: 10.4m (34.1ft), Out-to-Out Width: 14.1m (46.3ft) Condition: Channel: Satisfactory, Culverts: Very good, Operating Rating: 53.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: April 2007, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 49C0398, Location: WEST OF PEACH ST (Lat: 35.280833, Lng: -120.667778), Route carried "on" structure: City street , Year Built: 1922, Status: Open, Structure Length: 1.37m (4.49ft), Average Daily Traffic: 1,000 (year 1981), Truck Traffic: 3%, Average Future Daily Traffic: 2,061 (year 2029), Features Intersected: STENNER CREEK, Facility Carried by Structure: NIPOMO ST Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 13.1m (43.0ft), Curb or Sidewalk Widths: Left: 1.6m (5.2ft), Right: 1.6m (5.2ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 11.0m (36.1ft) Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 29.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 18.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Somewhat better than minimum adequacy, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2007, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 49C0401, Location: 0.1 MI E SR 101 (Lat: 35.242778, Lng: -120.680833), Route carried "on" structure: City street Y369, Year Built: 1987, Status: Open, Structure Length: 3.72m (12.20ft), Average Daily Traffic: 2,000 (year 1987), Truck Traffic: 4%, Average Future Daily Traffic: 2,654 (year 2026), Features Intersected: SAN LUIS OBISPO CREEK, Facility Carried by Structure: OSO VALLEY RD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 12.5m (41.0ft), Material/Design: Steel, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 11.6m (38.1ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 0.0m, Curb-To-Curb Width: 12.5m (41.0ft) Condition: Channel: Very good, Culverts: 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: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: October 2004 Find on map >>
Structure Number: 49C0405, Location: JUST W OF HIGUERA (Lat: 35.280000, Lng: -120.662778), Route carried "on" structure: City street Y399, Year Built: 1923, Status: Open, Structure Length: 1.07m (3.51ft), Average Daily Traffic: 5,400 (year 2007), Truck Traffic: 2%, Average Future Daily Traffic: 7,213 (year 2029), Features Intersected: SAN LUIS OBISPO CREEK, Facility Carried by Structure: CHORRO 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), Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 10.1m (33.1ft), Curb or Sidewalk Widths: Left: 3.0m (9.8ft), Right: 3.0m (9.8ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 18.3m (60.0ft) Condition: Deck: Fair, Superstructure: Fair, Substructure: Very good, Channel: Excellent, 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, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2007, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 49C0406, Location: JUST W OF HIGUERA (Lat: 35.280833, Lng: -120.661944), Route carried "on" structure: City street , Year Built: 1925, Status: Open, Structure Length: 1.07m (3.51ft), Average Daily Traffic: 3,000 (year 2000), Truck Traffic: 2%, Average Future Daily Traffic: 5,152 (year 2029), Features Intersected: SAN LUIS OBISPO CREEK, Facility Carried by Structure: MORRO 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), Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 10.1m (33.1ft), Curb or Sidewalk Widths: Left: 3.0m (9.8ft), Right: 3.0m (9.8ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 18.3m (60.0ft) Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Channel: Excellent, Operating Rating: 25.4 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: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2007, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 49C0408, Location: HIGUERA, OSO, COURT ST (Lat: 35.280833, Lng: -120.660833), Route carried "on" structure: City street Y396, Year Built: 1918, Year Reconstructed: 2000, Status: Open, Structure Length: 0.76m (2.49ft), Average Daily Traffic: 6,500 (year 1998), Truck Traffic: 3%, Average Future Daily Traffic: 7,189 (year 2028), Design Load: HS 20+Mod, Features Intersected: SAN LUIS OBISPO CREEK, Facility Carried by Structure: HIGUERA STREET Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 16.8m (55.1ft), Skew: 9 degrees, Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.0m (23.0ft), Curb or Sidewalk Widths: Left: 3.0m (9.8ft), Right: 0.0m, Curb-To-Curb Width: 5.0m (16.4ft), Out-to-Out Width: 8.0m (26.2ft) Condition: Deck: Good, Superstructure: Good, Substructure: Very good, Channel: Excellent, Operating Rating: 54.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: High priority of replacement, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 0.76m (2.49ft), Designated Inspection Frequency: Every 48 months, Inspection Date: January 2006, Bridge Improvement Cost: $128,000, Roadway Improvement Cost: $13,000, Total Project Cost: $192,000, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 49C0409, Location: AT HOLLYHOCK ROAD (Lat: 35.250000, Lng: -120.635833), Route carried "on" structure: City street , Year Built: 1988, Status: Open, Structure Length: 0.98m (3.22ft), Average Daily Traffic: 1,000 (year 1990), Truck Traffic: 3%, Average Future Daily Traffic: 1,546 (year 2029), Design Load: HS 20+Mod, Features Intersected: TANK FARM DITCH, Facility Carried by Structure: TANK FARM RD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 4, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 19.5m (64.0ft), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 8.8m (28.9ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.3m (1.0ft), Curb-To-Curb Width: 19.5m (64.0ft), Out-to-Out Width: 24.7m (81.0ft) Condition: Deck: Satisfactory, 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: 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: July 2007, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 49C0415, Location: 13.9 MI N JCT W/ RTE 101 (Lat: 35.275000, Lng: -120.670000), Route carried "on" structure: City street 5227, Year Built: 1948, Status: Open, Structure Length: 4.15m (13.62ft), Average Daily Traffic: 18,800 (year 1998), Truck Traffic: 3%, Average Future Daily Traffic: 25,966 (year 2029), Design Load: H 20, Features Intersected: SAN LUIS OBISPO CREEK, Facility Carried by Structure: MARSH STREET Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 4, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 20.7m (67.9ft), Skew: 5 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 15.8m (51.8ft), Curb or Sidewalk Widths: Left: 0.6m (2.0ft), Right: 0.6m (2.0ft), Curb-To-Curb Width: 19.0m (62.3ft), Out-to-Out Width: 22.4m (73.5ft) Condition: Deck: Fair, Superstructure: Satisfactory, Substructure: Good, Channel: Satisfactory, Operating Rating: 66.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 44.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 48 months, Inspection Date: July 2007, Other Special Inspection Date: April 2008, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 49 0008L, Location: 05-SLO-101-28.07-SLO (Lat: 35.275000, Lng: -120.670000), Route carried "under" structure: City street 5227, Year Built: 1953, Structure Length: 4.36m (14.30ft), Average Daily Traffic: 11,200 (year 2006), Truck Traffic: 3%, Features Intersected: MARSH STREET, Facility Carried by Structure: ROUTE 101 SB Minimum Vertical Clearance: 4.49m (14.73ft), Kilometerpoint: 0.000, Lanes on structure: 3, Lanes under structure: 2, Material/Design: Concrete continuous, Design/Construction: Slab, Length of Maximum Span: 16.8m (55.1ft) Find on map >>
Structure Number: 49 0008R, Location: 05-SLO-101-28.07-SLO (Lat: 35.275000, Lng: -120.670000), Route carried "under" structure: City street 5227, Year Built: 1953, Structure Length: 4.24m (13.91ft), Average Daily Traffic: 11,200 (year 2006), Truck Traffic: 3%, Features Intersected: MARSH STREET, Facility Carried by Structure: ROUTE 101 NB Minimum Vertical Clearance: 5.25m (17.22ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Concrete continuous, Design/Construction: Slab, Length of Maximum Span: 16.2m (53.1ft) Find on map >>
Structure Number: 49 0039L, Location: 05-SLO-101-28.81-SLO (Lat: 35.285000, Lng: -120.665000), Route carried "under" structure: City street V399, Year Built: 1953, Structure Length: 4.15m (13.62ft), Average Daily Traffic: 700 (year 2006), Truck Traffic: 5%, Features Intersected: CHORRO STREET, Facility Carried by Structure: US 101 SB Minimum Vertical Clearance: 4.62m (15.16ft), Kilometerpoint: 0.000, Lanes on structure: 3, Lanes under structure: 3, Material/Design: Concrete continuous, Design/Construction: Slab, Length of Maximum Span: 18.9m (62.0ft) Find on map >>
Structure Number: 49 0039R, Location: 05-SLO-101-28.81-SLO (Lat: 35.285000, Lng: -120.665000), Route carried "under" structure: City street Y399, Year Built: 1953, Structure Length: 4.15m (13.62ft), Average Daily Traffic: 670 (year 2006), Truck Traffic: 5%, Features Intersected: CHORRO STREET, Facility Carried by Structure: US 101 NB Minimum Vertical Clearance: 4.49m (14.73ft), Kilometerpoint: 0.000, Lanes on structure: 3, Lanes under structure: 3, Material/Design: Concrete continuous, Design/Construction: Slab, Length of Maximum Span: 18.9m (62.0ft) Find on map >>
Structure Number: 49 0079, Location: 05-SLO-101-29.4-SLO (Lat: 35.290000, Lng: -120.658333), Route carried "under" structure: US 101, Year Built: 1954, Structure Length: 4.02m (13.19ft), Average Daily Traffic: 74,800 (year 2006), Truck Traffic: 9%, Features Intersected: US 101, Facility Carried by Structure: CALIFORNIA BLVD Minimum Vertical Clearance: 4.82m (15.81ft), Kilometerpoint: 0.294, Lanes on structure: 4, Lanes under structure: 4, Material/Design: Concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Length of Maximum Span: 19.8m (65.0ft) Find on map >>
Structure Number: 49 0084L, Location: 05-SLO-101-29.77-SLO (Lat: 35.291667, Lng: -120.651667), Route carried "under" structure: City street Y402, Year Built: 1953, Structure Length: 5.64m (18.50ft), Average Daily Traffic: 26,800 (year 2006), Truck Traffic: 2%, Features Intersected: GRAND AVE, Facility Carried by Structure: U.S. ROUTE 101 Minimum Vertical Clearance: 4.41m (14.47ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Length of Maximum Span: 16.8m (55.1ft) Find on map >>
Structure Number: 49 0084R, Location: 05-SLO-101-29.77-SLO (Lat: 35.291667, Lng: -120.651667), Route carried "under" structure: City street Y402, Year Built: 1953, Structure Length: 5.64m (18.50ft), Average Daily Traffic: 550 (year 2006), Truck Traffic: 2%, Features Intersected: GRAND AVE, Facility Carried by Structure: U.S. ROUTE 101 Minimum Vertical Clearance: 5.13m (16.83ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Length of Maximum Span: 16.8m (55.1ft) Find on map >>
Structure Number: 49 0094, Location: 05-SLO-101-29.99-SLO (Lat: 35.291667, Lng: -120.648333), Route carried "under" structure: US 101, Year Built: 1953, Structure Length: 4.27m (14.01ft), Average Daily Traffic: 42,100 (year 1997), Truck Traffic: 9%, Features Intersected: ROUTE 101, Facility Carried by Structure: BUENA VISTA AVE Minimum Vertical Clearance: 4.57m (14.99ft), Kilometerpoint: 2.999, Lanes on structure: 2, Lanes under structure: 5, Material/Design: Concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Length of Maximum Span: 17.4m (57.1ft) Find on map >>
Structure Number: 49 0144, Location: 05-SLO-001-16.77-SLO (Lat: 35.286667, Lng: -120.663333), Route carried "under" structure: US 101, Year Built: 1953, Structure Length: 3.93m (12.89ft), Average Daily Traffic: 68,000 (year 1998), Truck Traffic: 9%, Features Intersected: US 101, Facility Carried by Structure: SR 1 Minimum Vertical Clearance: 4.54m (14.90ft), Kilometerpoint: 2.907, Lanes on structure: 4, Lanes under structure: 6, Material/Design: Concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Length of Maximum Span: 19.2m (63.0ft) Find on map >>
Structure Number: 49 0147, Location: 05-SLO-101-29.38-SLO (Lat: 35.290000, Lng: -120.658333), Route carried "under" structure: US 101, Year Built: 1953, Structure Length: 4.15m (13.62ft), Average Daily Traffic: 55,100 (year 1997), Truck Traffic: 9%, Features Intersected: US 101, Facility Carried by Structure: UP RR & AMTRAK Minimum Vertical Clearance: 4.54m (14.90ft), Kilometerpoint: 2.938, Lanes under structure: 4, Material/Design: Steel, Design/Construction: Girder and Floorbeam System, Length of Maximum Span: 19.8m (65.0ft) Find on map >>
Structure Number: 49 0185, Location: 05-SLO-101-25.91-SLO (Lat: 35.245000, Lng: -120.681667), Route carried "under" structure: US 101, Year Built: 1962, Structure Length: 9.14m (29.99ft), Average Daily Traffic: 48,900 (year 1997), Truck Traffic: 9%, Features Intersected: ROUTE 101, Facility Carried by Structure: LOS OSOS VALLEY RO Minimum Vertical Clearance: 4.77m (15.65ft), Kilometerpoint: 2.591, Lanes on structure: 2, Lanes under structure: 5, Material/Design: Concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Length of Maximum Span: 31.4m (103.0ft) Find on map >>
Structure Number: 49 019, Location: 05-SLO-227-R14.04-SLO (Lat: 35.266667, Lng: -120.671667), Route carried "under" structure: US 101, Year Built: 1963, Structure Length: 8.11m (26.61ft), Average Daily Traffic: 718,000 (year 1997), Truck Traffic: 9%, Features Intersected: US 101, Facility Carried by Structure: SR 227(MADONNA RD) Minimum Vertical Clearance: 4.67m (15.32ft), Kilometerpoint: 0.275, Lanes on structure: 6, Lanes under structure: 4, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 26.8m (87.9ft) Find on map >>
Structure Number: 49C0299, Location: JUST NE PEPPER ST (Lat: 35.285000, Lng: -120.655833), Route carried "under" structure: City street Y397, Year Built: 1901, Structure Length: 2.65m (8.69ft), Average Daily Traffic: 8,300 (year 1976), Truck Traffic: 4%, Features Intersected: MONTEREY STREET, Facility Carried by Structure: UP RR & AMTRAK Minimum Vertical Clearance: 4.78m (15.68ft), Kilometerpoint: 0.000, Lanes under structure: 2, Material/Design: Steel, Design/Construction: Girder and Floorbeam System, Length of Maximum Span: 24.1m (79.1ft) Find on map >>
Structure Number: 49C0367, Location: SE OF BUCHON ST (Lat: 35.280000, Lng: -120.652778), Route carried "under" structure: City street Y393, Year Built: 1957, Structure Length: 2.13m (6.99ft), Features Intersected: JOHNSON AVE, Facility Carried by Structure: UP RR & AMTRAK Minimum Vertical Clearance: 4.45m (14.60ft), Kilometerpoint: 0.000, Lanes under structure: 4, Material/Design: Steel, Design/Construction: Girder and Floorbeam System, Length of Maximum Span: 19.5m (64.0ft) Discuss this city on our hugely popular California forum Back to: San Luis Obispo, CA, California, All US cities.
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