 |
 |
Bridge Statistics for Atascadero, California (CA) - Condition, Traffic, Stress, Structural Evaluation, Project CostsBack to: Atascadero, CA, California, California forum, All US cities. National Bridge Inventory (NBI) Statistics Number of bridges: 37 Total length: 185 meters (607ft) Total costs: $2,225,000 Total average daily traffic: 429,064 Total average daily truck traffic: 36,154 National Bridge Inventory (NBI) Registered Bridges for Atascadero
Bridge Condition - Deck Bridge Condition - Superstructure Bridge Condition - Substructure Bridge Condition - Channel Find on map >>
Structure Number: 49 0049, Location: 05-SLO-041-13.05-ATAS (Lat: 35.455000, Lng: -120.690000), Route carried "on" structure: State highway 41, Year Built: 1990, Status: Open, Structure Length: 3.87m (12.70ft), Average Daily Traffic: 8,610 (year 1997), Truck Traffic: 4%, Average Future Daily Traffic: 11,786 (year 2028), Design Load: HS 20+Mod, Features Intersected: ATASCADERO CREEK Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 13.050, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 2 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 37.8m (124.0ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.3m (43.6ft) 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: Somewhat better than minimum adequacy, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2006, Deck Structure Type: Concrete Cast-file-Place Find on map >>
Structure Number: 49 005, Location: 05-SLO-041-13.18-ATAS (Lat: 35.456667, Lng: -120.690000), Route carried "on" structure: State highway 41, Year Built: 1990, Status: Open, Structure Length: 3.35m (10.99ft), Average Daily Traffic: 8,610 (year 1997), Truck Traffic: 4%, Average Future Daily Traffic: 11,786 (year 2028), Design Load: HS 20+Mod, Features Intersected: ATASCADERO CREEK Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 13.180, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 9 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 32.9m (107.9ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.3m (43.6ft) 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: Somewhat better than minimum adequacy, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2006, Deck Structure Type: Concrete Cast-file-Place Find on map >>
Structure Number: 49 0051, Location: 05-SLO-041-13.29-ATAS (Lat: 35.456667, Lng: -120.686667), Route carried "on" structure: State highway 41, Year Built: 1990, Status: Open, Structure Length: 4.30m (14.11ft), Average Daily Traffic: 8,610 (year 1997), Truck Traffic: 4%, Average Future Daily Traffic: 11,786 (year 2028), Design Load: HS 20+Mod, Features Intersected: ATASCADERO CREEK Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 13.290, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 3 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 42.4m (139.1ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.3m (43.6ft) 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: Somewhat better than minimum adequacy, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2006, Deck Structure Type: Concrete Cast-file-Place Find on map >>
Structure Number: 49 0136, Location: 05-SLO-101-46.87-ATAS (Lat: 35.496667, Lng: -120.681667), Route carried "on" structure: City street Y058, Year Built: 1966, Status: Open, Structure Length: 5.15m (16.90ft), Average Daily Traffic: 4,000 (year 2005), Truck Traffic: 8%, Average Future Daily Traffic: 5,932 (year 2029), Design Load: HS 20, Features Intersected: ROUTE 101, Facility Carried by Structure: SAN ANSELMO RD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Material/Design: Concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 2, Length of Maximum Span: 25.6m (84.0ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 1.5m (4.9ft), Curb-To-Curb Width: 9.2m (30.2ft), Out-to-Out Width: 11.3m (37.1ft) Condition: Deck: Fair, Superstructure: Good, Substructure: Good, Operating Rating: 99.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 53.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2007, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 49 0150L, Location: 05-SLO-101-45.56-ATAS (Lat: 35.485000, Lng: -120.663333), Route carried "on" structure: US 101, Year Built: 1956, Status: Open, Structure Length: 4.24m (13.91ft), Average Daily Traffic: 24,900 (year 2005), Truck Traffic: 9%, Average Future Daily Traffic: 31,685 (year 2029), Design Load: HS 20, Features Intersected: ROUTE 41 Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 45.560, Lanes on structure: 2, Lanes under structure: 3, Base Highway Network: Yes (Inventory Route: 1, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 10.1m (33.1ft), Skew: 2 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 2, Length of Maximum Span: 21.7m (71.2ft), Curb or Sidewalk Widths: Left: 0.6m (2.0ft), Right: 0.6m (2.0ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 10.3m (33.8ft) Condition: Deck: Poor, Superstructure: Good, Substructure: Good, Operating Rating: 65.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 39.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: High priority of replacement, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 4.24m (13.91ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2007, Bridge Improvement Cost: $218,000, Roadway Improvement Cost: $22,000, Total Project Cost: $328,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 49 0150R, Location: 05-SLO-101-45.56-ATAS (Lat: 35.485000, Lng: -120.663333), Route carried "on" structure: US 101, Year Built: 1956, Status: Open, Structure Length: 4.24m (13.91ft), Average Daily Traffic: 24,900 (year 2005), Truck Traffic: 9%, Average Future Daily Traffic: 31,685 (year 2029), Design Load: HS 20, Features Intersected: ROUTE 41 Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 45.560, Lanes on structure: 2, Lanes under structure: 3, Base Highway Network: Yes (Inventory Route: 1, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 10.1m (33.1ft), Skew: 2 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 2, Length of Maximum Span: 21.6m (70.9ft), Curb or Sidewalk Widths: Left: 0.6m (2.0ft), Right: 0.6m (2.0ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 10.3m (33.8ft) Condition: Deck: Poor, Superstructure: Good, Substructure: Good, Operating Rating: 65.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 39.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: High priority of replacement, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 4.24m (13.91ft), Designated Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 48 months, Inspection Date: May 2007, Other Special Inspection Date: December 2003, Bridge Improvement Cost: $225,000, Roadway Improvement Cost: $22,000, Total Project Cost: $337,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 49 0151L, Location: 05-SLO-101-45.72-ATAS (Lat: 35.486667, Lng: -120.666667), Route carried "on" structure: US 101, Year Built: 1956, Status: Open, Structure Length: 1.40m (4.59ft), Average Daily Traffic: 27,300 (year 2005), Truck Traffic: 9%, Average Future Daily Traffic: 44,527 (year 2029), Design Load: HS 20, Features Intersected: ATASCADERO CREEK Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 45.720, Lanes on structure: 3, Base Highway Network: Yes (Inventory Route: 1, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 16.9m (55.4ft), Skew: 4 degrees, Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 12.5m (41.0ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 0.7m (2.3ft), Curb-To-Curb Width: 16.9m (55.4ft), Out-to-Out Width: 18.4m (60.4ft) Condition: Deck: Poor, Superstructure: Fair, Substructure: Satisfactory, Channel: Very good, Operating Rating: 59.8 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: Somewhat better than minimum adequacy, Deck Geometry: Equal to 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: May 2007, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 49 0151R, Location: 05-SLO-101-45.72-ATAS (Lat: 35.486667, Lng: -120.666667), Route carried "on" structure: US 101, Year Built: 1956, Status: Open, Structure Length: 1.40m (4.59ft), Average Daily Traffic: 27,300 (year 2005), Truck Traffic: 9%, Average Future Daily Traffic: 43,792 (year 2029), Design Load: HS 20, Features Intersected: ATASCADERO CREEK Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 45.720, Lanes on structure: 3, Base Highway Network: Yes (Inventory Route: 1, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 14.9m (48.9ft), Skew: 4 degrees, Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 12.5m (41.0ft), Curb or Sidewalk Widths: Left: 0.6m (2.0ft), Right: 0.6m (2.0ft), Curb-To-Curb Width: 14.9m (48.9ft), Out-to-Out Width: 16.7m (54.8ft) Condition: Deck: Fair, Superstructure: Fair, Substructure: Good, Channel: Very good, Operating Rating: 59.8 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: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2007, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 49 0152L, Location: 05-SLO-101-45.96-ATAS (Lat: 35.488333, Lng: -120.670000), Route carried "on" structure: US 101, Year Built: 1956, Status: Open, Structure Length: 4.00m (13.12ft), Average Daily Traffic: 27,300 (year 2005), Truck Traffic: 9%, Average Future Daily Traffic: 40,485 (year 2029), Design Load: HS 20, Features Intersected: TRAFFIC WAY Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 45.960, 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: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 2, Length of Maximum Span: 18.9m (62.0ft), Curb or Sidewalk Widths: Left: 0.6m (2.0ft), Right: 0.6m (2.0ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 10.1m (33.1ft) Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Operating Rating: 64.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 39.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: High priority of replacement, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 3.99m (13.09ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2007, Bridge Improvement Cost: $205,000, Roadway Improvement Cost: $21,000, Total Project Cost: $308,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 49 0152R, Location: 05-SLO-101-45.96-ATAS (Lat: 35.488333, Lng: -120.670000), Route carried "on" structure: US 101, Year Built: 1956, Status: Open, Structure Length: 4.00m (13.12ft), Average Daily Traffic: 27,300 (year 2005), Truck Traffic: 9%, Average Future Daily Traffic: 40,485 (year 2029), Design Load: HS 20, Features Intersected: TRAFFIC WAY Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 45.960, 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: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 2, Length of Maximum Span: 18.9m (62.0ft), Curb or Sidewalk Widths: Left: 0.6m (2.0ft), Right: 0.6m (2.0ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 10.1m (33.1ft) Condition: Deck: Fair, Superstructure: Good, Substructure: Good, Operating Rating: 64.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 39.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: High priority of replacement, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 3.99m (13.09ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2007, Bridge Improvement Cost: $205,000, Roadway Improvement Cost: $21,000, Total Project Cost: $308,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 49 016, Location: 05-SLO-101-44.01-ATAS (Lat: 35.466667, Lng: -120.650000), Route carried "on" structure: City street Y069, Year Built: 1956, Status: Open, Structure Length: 6.40m (21.00ft), Average Daily Traffic: 560 (year 2005), Truck Traffic: 5%, Average Future Daily Traffic: 927 (year 2029), Design Load: HS 20, Features Intersected: ROUTE 101, Facility Carried by Structure: SANTA ROSA ROAD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 20.7m (67.9ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 1.5m (4.9ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 11.2m (36.7ft) Condition: Deck: Poor, Superstructure: Satisfactory, Substructure: Good, Operating Rating: 49.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 29.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2007, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 49 0161, Location: 05-SLO-101-44.84-ATAS (Lat: 35.476667, Lng: -120.656667), Route carried "on" structure: City street Y065, Year Built: 1962, Status: Open, Structure Length: 5.85m (19.19ft), Average Daily Traffic: 3,200 (year 2005), Truck Traffic: 5%, Average Future Daily Traffic: 5,152 (year 2029), Design Load: HS 20, Features Intersected: ROUTE 101, Facility Carried by Structure: CURBARIL AVE Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 18.0m (59.1ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 1.5m (4.9ft), Curb-To-Curb Width: 9.8m (32.2ft), Out-to-Out Width: 12.3m (40.4ft) Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Operating Rating: 61.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 39.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to 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: May 2007, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 49 0219, Location: 05-SLO-041-R16.94-ATAS (Lat: 35.498472, Lng: -120.659056), Route carried "on" structure: Interstate 41, Year Built: 2000, Status: Open, Structure Length: 33.00m (108.27ft), Average Daily Traffic: 2,920 (year 1997), Truck Traffic: 4%, Average Future Daily Traffic: 5,638 (year 2028), Design Load: HS 20+Mod, Features Intersected: SALINAS RIVER Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 16.940, Lanes on structure: 2, Lanes under structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 15.0m (49.2ft), Skew: 9 degrees, Material/Design: Concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 8, Length of Maximum Span: 42.2m (138.5ft), 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: 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: Superior to present desirable criteria, Underclear: Better than present minimum 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, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 49 0232, Location: 05-SLO-041-R16.29-ATAS (Lat: 35.490333, Lng: -120.662500), Route carried "on" structure: State highway 41, Year Built: 2000, Status: Open, Structure Length: 9.20m (30.18ft), Average Daily Traffic: 5,500 (year 2000), Truck Traffic: 10%, Average Future Daily Traffic: 6,787 (year 2028), Design Load: HS 20+Mod, Features Intersected: STADIUM PARK Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 16.290, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 12.3m (40.4ft), Material/Design: Concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 3, Length of Maximum Span: 40.0m (131.2ft), Curb-To-Curb Width: 12.3m (40.4ft), Out-to-Out Width: 13.3m (43.6ft) Condition: Deck: Good, Superstructure: Very good, Substructure: Good, 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: Somewhat better than minimum adequacy, 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, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 49C0157, Location: 0.05 MI N OF S.R. 41 (Lat: 35.500833, Lng: -120.661944), Route carried "on" structure: City street , Year Built: 1990, Status: Open, Structure Length: 2.29m (7.51ft), Average Daily Traffic: 1,300 (year 1978), Truck Traffic: 3%, Average Future Daily Traffic: 2,205 (year 2029), Design Load: HS 20+Mod, Features Intersected: ATASCADERO CREEK, Facility Carried by Structure: SYCAMORE RD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Skew: 2 degrees, Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 21.0m (68.9ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 0.0m, Curb-To-Curb Width: 9.8m (32.2ft), Out-to-Out Width: 12.1m (39.7ft) 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: Somewhat better than minimum adequacy, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Somewhat better than minimum adequacy, Designated Inspection Frequency: Every 48 months, Inspection Date: July 2007, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 49C0158, Location: E OF SR 101 ATASCADERO (Lat: 35.499167, Lng: -120.664000), Route carried "on" structure: City street Y064, Year Built: 1948, Status: Open, Structure Length: 2.35m (7.71ft), Average Daily Traffic: 750 (year 1974), Truck Traffic: 3%, Average Future Daily Traffic: 3,092 (year 2029), Design Load: H 20, Features Intersected: ATASCADERO CREEK, Facility Carried by Structure: VIA AVE Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Material/Design: Steel, Design/Construction: Truss - Deck, Number Of Spans In Main Unit: 2, Length of Maximum Span: 18.9m (62.0ft), Curb or Sidewalk Widths: Left: 0.4m (1.3ft), Right: 0.4m (1.3ft), Curb-To-Curb Width: 6.1m (20.0ft), Out-to-Out Width: 6.9m (22.6ft) Condition: Deck: Fair, Superstructure: Satisfactory, Substructure: Good, Channel: Good, Operating Rating: 34.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 25.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: High priority of corrective action, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Meets minimum limits, Length Of Structure Improvement: 2.35m (7.71ft), Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: July 2007, Critical Feature Inspection Date: August 2007, Bridge Improvement Cost: $195,000, Roadway Improvement Cost: $19,000, Total Project Cost: $292,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 49C0159, Location: 0.25 MI W S.R. 41 (Lat: 35.480833, Lng: -120.670000), Route carried "on" structure: City street , Year Built: 1993, Status: Open, Structure Length: 2.38m (7.81ft), Average Daily Traffic: 2,275 (year 1979), Truck Traffic: 3%, Average Future Daily Traffic: 3,656 (year 2026), Design Load: HS 20+Mod, Features Intersected: ATASCADERO CREEK, Facility Carried by Structure: SAN ANDRES AVE Minimum Vertical Clearance: 5.08m (16.67ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Skew: 22 degrees, Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 9.1m (29.9ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 0.0m, Curb-To-Curb Width: 9.8m (32.2ft), Out-to-Out Width: 12.1m (39.7ft) 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: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: October 2004, Deck Structure Type: Concrete Cast-file-Place Find on map >>
Structure Number: 49C016, Route carried "on" structure: City street Y068, Year Built: 1969, Status: Open, Structure Length: 1.92m (6.30ft), Average Daily Traffic: 800 (year 1978), Truck Traffic: 4%, Average Future Daily Traffic: 934 (year 2026), Design Load: HS 20, Features Intersected: ATASCADERO CREEK, Facility Carried by Structure: SAN GABRIEL RD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 6.4m (21.0ft), Material/Design: Concrete continuous, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 12.2m (40.0ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 8.7m (28.5ft) Condition: Deck: Satisfactory, 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: Better than present minimum criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: October 2004, Deck Structure Type: Concrete Cast-file-Place Find on map >>
Structure Number: 49C0163, Location: 0.40 MI W OF SR 101 (Lat: 35.511944, Lng: -120.705000), Route carried "on" structure: City street Y054, Year Built: 1957, Status: Open, Structure Length: 1.83m (6.00ft), Average Daily Traffic: 2,770 (year 1991), Truck Traffic: 3%, Average Future Daily Traffic: 4,135 (year 2029), Features Intersected: GRAVES CREEK, Facility Carried by Structure: DEL RIO RD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 6.4m (21.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 17.1m (56.1ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 6.7m (22.0ft), Out-to-Out Width: 7.3m (24.0ft) Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Good, Channel: Good, Operating Rating: 37.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 22.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: High priority of replacement, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Somewhat better than minimum adequacy, Length Of Structure Improvement: 1.83m (6.00ft), Designated Inspection Frequency: Every 24 months, Inspection Date: July 2007, Bridge Improvement Cost: $160,000, Roadway Improvement Cost: $16,000, Total Project Cost: $240,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 49C0164, Location: LIANO RD (Lat: 35.475000, Lng: -120.706944), Route carried "on" structure: City street , Year Built: 1926, Status: Open, Structure Length: 1.37m (4.49ft), Average Daily Traffic: 100 (year 1980), Truck Traffic: 3%, Average Future Daily Traffic: 413 (year 2029), Features Intersected: GRAVES CREEK, Facility Carried by Structure: SANTA LUCIA ROAD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 5.5m (18.0ft), Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 13.1m (43.0ft), Curb-To-Curb Width: 5.6m (18.4ft), Out-to-Out Width: 6.1m (20.0ft) Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Good, Channel: Good, Operating Rating: 35.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 20.8 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: Better than present minimum criteria, Approach Roadway Alignment: Meets minimum limits, 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: 49C0277, Location: AT GRAVES CREEK RD (Lat: 35.500000, Lng: -120.693889), Route carried "on" structure: City street Y054, Year Built: 1993, Status: Open, Structure Length: 2.74m (8.99ft), Average Daily Traffic: 1,669 (year 1998), Truck Traffic: 3%, Average Future Daily Traffic: 3,163 (year 2026), Design Load: HS 20+Mod, Features Intersected: GRAVES CREEK, Facility Carried by Structure: MONTEREY RD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 11.3m (37.1ft), Skew: 22 degrees, Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 11.0m (36.1ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 1.2m (3.9ft), Curb-To-Curb Width: 9.8m (32.2ft), Out-to-Out Width: 11.4m (37.4ft) 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: 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: October 2004, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 49C0295, Location: 0.1 MI WEST OF SR 41 (Lat: 35.470000, Lng: -120.670833), Route carried "on" structure: City street Y066, Year Built: 1950, Status: Open, Structure Length: 2.53m (8.30ft), Average Daily Traffic: 1,860 (year 1975), Truck Traffic: 3%, Average Future Daily Traffic: 4,225 (year 2029), Features Intersected: ATASCADERO CREEK, Facility Carried by Structure: PORTOLA RD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Skew: 2 degrees, Material/Design: Concrete continuous, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 12.2m (40.0ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.9m (25.9ft) Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 57.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 35.4 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: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: July 2007, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 49C0312, Location: 0.12 MI NW SANTA YNEZ AVE (Lat: 35.484917, Lng: -120.669500), Route carried "on" structure: City street Y067, Year Built: 1958, Status: Open, Structure Length: 2.53m (8.30ft), Average Daily Traffic: 1,740 (year 1975), Truck Traffic: 3%, Average Future Daily Traffic: 5,152 (year 2029), Design Load: HS 20, Features Intersected: ATASCADERO CREEK, Facility Carried by Structure: ATASCADERO AVE 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), Skew: 1 degrees, Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 9.8m (32.2ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 0.0m, Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 10.7m (35.1ft) Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 45.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 29.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Better than present minimum 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: 49C0313, Location: 0.4 MI SE EL CAMINO REAL (Lat: 35.451944, Lng: -120.633889), Route carried "on" structure: City street Y070, Year Built: 1959, Status: Open, Structure Length: 1.01m (3.31ft), Average Daily Traffic: 450 (year 1978), Truck Traffic: 3%, Average Future Daily Traffic: 545 (year 2029), Features Intersected: WEST BRANCH PALOMA CREEK, Facility Carried by Structure: VIEJO CAMINO Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 6.4m (21.0ft), Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 9.8m (32.2ft), Curb-To-Curb Width: 6.4m (21.0ft), Out-to-Out Width: 6.9m (22.6ft) Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 27.2 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: High priority of corrective action, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.01m (3.31ft), Designated Inspection Frequency: Every 24 months, Inspection Date: July 2007, Bridge Improvement Cost: $84,000, Roadway Improvement Cost: $8,000, Total Project Cost: $125,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 49C0364, Location: 0.2 MI SE EL CAMINO REAL (Lat: 35.453889, Lng: -120.636944), Route carried "on" structure: City street Y070, Year Built: 1994, Status: Open, Structure Length: 0.85m (2.79ft), Average Daily Traffic: 450 (year 1978), Truck Traffic: 3%, Average Future Daily Traffic: 576 (year 2029), Features Intersected: PALOMA CREEK, Facility Carried by Structure: VIEJO CAMINO Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 13.0m (42.7ft), Skew: 2 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 2.7m (8.9ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 1.5m (4.9ft), Curb-To-Curb Width: 13.0m (42.7ft), Out-to-Out Width: 13.0m (42.7ft) Condition: Channel: Good, Culverts: Very good, Operating Rating: 40.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 24.5 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, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: July 2007, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 49C0365, Location: 0.12 MI SE OF SR 41 (Lat: 35.485000, Lng: -120.663889), Route carried "on" structure: City street Y053, Year Built: 1965, Status: Open, Structure Length: 0.63m (2.07ft), Average Daily Traffic: 10,020 (year 1977), Truck Traffic: 3%, Average Future Daily Traffic: 10,325 (year 2029), Features Intersected: E BRA ATASCADERO CRK, Facility Carried by Structure: EL CAMINO REAL 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: 2 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 2.1m (6.9ft) Condition: Channel: 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, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: July 2007 Find on map >>
Structure Number: 49C043, Location: 0.1 MI SW INTX EAST MALL (Lat: 35.488333, Lng: -120.666667), Route carried "on" structure: City street , Year Built: 1915, Year Reconstructed: 1970, Status: Open, Structure Length: 2.50m (8.20ft), Average Daily Traffic: 20,000 (year 1998), Truck Traffic: 4%, Average Future Daily Traffic: 29,941 (year 2028), Features Intersected: ATASCADERO CREEK, Facility Carried by Structure: EL CAMINO REAL Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 4, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 23.8m (78.1ft), Material/Design: Concrete, Design/Construction: Arch - Deck, Number Of Spans In Main Unit: 1, Length of Maximum Span: 24.4m (80.1ft), Curb or Sidewalk Widths: Left: 3.0m (9.8ft), Right: 3.0m (9.8ft), Curb-To-Curb Width: 24.4m (80.1ft), Out-to-Out Width: 31.1m (102.0ft) Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 99.8 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 32.6 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), 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 48 months, Inspection Date: June 2006, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 49C0431, Location: 0.1MI SW INTXCAPISTRANO (Lat: 35.492500, Lng: -120.665167), Route carried "on" structure: City street , Year Built: 1921, Year Reconstructed: 1955, Status: Open, Structure Length: 1.83m (6.00ft), Average Daily Traffic: 2,700 (year 1998), Truck Traffic: 4%, Average Future Daily Traffic: 2,973 (year 2028), Features Intersected: ATASCADERO CREEK, Facility Carried by Structure: HOSPITAL DRIVE Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 6.4m (21.0ft), Material/Design: Concrete, Number Of Spans In Main Unit: 1, Length of Maximum Span: 16.5m (54.1ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 1.5m (4.9ft), Curb-To-Curb Width: 6.3m (20.7ft) Condition: Deck: Good, Superstructure: Fair, Substructure: Satisfactory, Channel: Good, Operating Rating: 99.8 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 74.3 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: High priority of replacement, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Meets minimum limits, Length Of Structure Improvement: 1.83m (6.00ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2006, Bridge Improvement Cost: $191,000, Roadway Improvement Cost: $19,000, Total Project Cost: $287,000 Find on map >>
Structure Number: 49 0136, Location: 05-SLO-101-46.87-ATAS (Lat: 35.496667, Lng: -120.681667), Route carried "under" structure: US 101, Year Built: 1966, Structure Length: 5.15m (16.90ft), Average Daily Traffic: 44,500 (year 1998), Truck Traffic: 18%, Features Intersected: ROUTE 101, Facility Carried by Structure: SAN ANSELMO RD Minimum Vertical Clearance: 4.83m (15.85ft), Kilometerpoint: 4.687, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Length of Maximum Span: 25.6m (84.0ft) Find on map >>
Structure Number: 49 0150L, Location: 05-SLO-101-45.56-ATAS (Lat: 35.485000, Lng: -120.663333), Route carried "under" structure: State highway 41, Year Built: 1956, Structure Length: 4.24m (13.91ft), Average Daily Traffic: 11,650 (year 1997), Truck Traffic: 4%, Features Intersected: ROUTE 41, Facility Carried by Structure: ROUTE 101 Minimum Vertical Clearance: 4.62m (15.16ft), Kilometerpoint: 1.596, Lanes on structure: 2, Lanes under structure: 3, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 21.7m (71.2ft) Find on map >>
Structure Number: 49 0150R, Location: 05-SLO-101-45.56-ATAS (Lat: 35.485000, Lng: -120.663333), Route carried "under" structure: State highway 41, Year Built: 1956, Structure Length: 4.24m (13.91ft), Average Daily Traffic: 5,500 (year 2000), Truck Traffic: 4%, Features Intersected: ROUTE 41, Facility Carried by Structure: ROUTE 101 Minimum Vertical Clearance: 4.62m (15.16ft), Kilometerpoint: 1.596, Lanes on structure: 2, Lanes under structure: 3, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 21.6m (70.9ft) Find on map >>
Structure Number: 49 0152L, Location: 05-SLO-101-45.96-ATAS (Lat: 35.488333, Lng: -120.670000), Route carried "under" structure: City street Y051, Year Built: 1956, Structure Length: 4.00m (13.12ft), Average Daily Traffic: 8,000 (year 2005), Truck Traffic: 7%, Features Intersected: TRAFFIC WAY, Facility Carried by Structure: U.S. HIGHWAY 101 Minimum Vertical Clearance: 4.52m (14.83ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 18.9m (62.0ft) Find on map >>
Structure Number: 49 0152R, Location: 05-SLO-101-45.96-ATAS (Lat: 35.488333, Lng: -120.670000), Route carried "under" structure: City street Y051, Year Built: 1956, Structure Length: 4.00m (13.12ft), Average Daily Traffic: 8,000 (year 2005), Truck Traffic: 7%, Features Intersected: TRAFFIC WAY, Facility Carried by Structure: U.S. HIGHWAY 101 Minimum Vertical Clearance: 4.47m (14.67ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 18.9m (62.0ft) Find on map >>
Structure Number: 49 016, Location: 05-SLO-101-44.01-ATAS (Lat: 35.466667, Lng: -120.650000), Route carried "under" structure: US 101, Year Built: 1956, Structure Length: 6.40m (21.00ft), Average Daily Traffic: 49,800 (year 2005), Truck Traffic: 8%, Features Intersected: ROUTE 101, Facility Carried by Structure: SANTA ROSA ROAD Minimum Vertical Clearance: 0.45m (1.48ft), Kilometerpoint: 4.401, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 20.7m (67.9ft) Find on map >>
Structure Number: 49 0161, Location: 05-SLO-101-44.84-ATAS (Lat: 35.476667, Lng: -120.656667), Route carried "under" structure: US 101, Year Built: 1962, Structure Length: 5.85m (19.19ft), Average Daily Traffic: 49,800 (year 2005), Truck Traffic: 8%, Features Intersected: ROUTE 101, Facility Carried by Structure: CURBARIL AVE Minimum Vertical Clearance: 4.68m (15.35ft), Kilometerpoint: 4.484, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 18.0m (59.1ft) Find on map >>
Structure Number: 49 0219, Location: 05-SLO-041-R16.94-ATAS (Lat: 35.498472, Lng: -120.659056), Route carried "under" structure: Business City street , Year Built: 2000, Structure Length: 33.00m (108.27ft), Average Daily Traffic: 1,000 (year 2000), Truck Traffic: 10%, Features Intersected: SALINAS RIVER, Facility Carried by Structure: STATE ROUTE 41 Minimum Vertical Clearance: 8.02m (26.31ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Length of Maximum Span: 42.2m (138.5ft) Find on map >>
Structure Number: 49C0432, Location: 0.2MI N FROM INTX VIA AVE (Lat: 35.500000, Lng: -120.661667), Route carried "under" structure: City street , Year Built: 1902, Structure Length: 1.46m (4.79ft), Average Daily Traffic: 2,920 (year 1997), Truck Traffic: 4%, Features Intersected: CAPISTRANO AVE, Facility Carried by Structure: UP RR & AMTRAK Minimum Vertical Clearance: 4.11m (13.48ft), Kilometerpoint: 0.000, Lanes under structure: 2, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 12.2m (40.0ft) Discuss this city on our hugely popular California forum Back to: Atascadero, CA, California, All US cities.
|
 |
