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Bridge Statistics for Santa Maria, California (CA) - Condition, Traffic, Stress, Structural Evaluation, Project CostsBack to: Santa Maria, CA, California, California forum, All US cities. National Bridge Inventory (NBI) Statistics Number of bridges: 23 Total length: 113 meters (371ft) Total costs: $758,000 Total average daily traffic: 546,785 Total average daily truck traffic: 30,525 National Bridge Inventory (NBI) Registered Bridges for Santa Maria
Bridge Condition - Deck Bridge Condition - Superstructure Bridge Condition - Channel Find on map >>
Structure Number: 51 004, Location: 05-SB-101-89.13-SMRA (Lat: 34.960000, Lng: -120.416667), Route carried "on" structure: City street J083, Year Built: 1972, Status: Open, Structure Length: 9.33m (30.61ft), Average Daily Traffic: 48,100 (year 1998), Truck Traffic: 1%, Average Future Daily Traffic: 76,019 (year 2028), Design Load: HS 20, Features Intersected: ROUTE 101, Facility Carried by Structure: ALVIN AVE Minimum Vertical Clearance: 5.31m (17.42ft), Kilometerpoint: 0.000, Lanes on structure: 4, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 19.5m (64.0ft), Skew: 2 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 33.2m (108.9ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 19.5m (64.0ft), Out-to-Out Width: 23.2m (76.1ft) Condition: Deck: Fair, Superstructure: Very good, Substructure: Good, Channel: Very good, Operating Rating: 82.5 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, Underclear: 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: September 2006, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 51 0200L, Location: 05-SB-101-88.1-SMRA (Lat: 34.945000, Lng: -120.416667), Route carried "on" structure: US 101, Year Built: 1962, Status: Open, Structure Length: 6.40m (21.00ft), Average Daily Traffic: 24,050 (year 1998), Truck Traffic: 8%, Average Future Daily Traffic: 76,019 (year 2028), Design Load: HS 20, Features Intersected: SMV RR & JONES STREET Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 88.100, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes (Inventory Route: 1, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 10.4m (34.1ft), Material/Design: Concrete continuous, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 23.2m (76.1ft), Curb-To-Curb Width: 11.3m (37.1ft), Out-to-Out Width: 12.1m (39.7ft) Condition: Deck: Poor, Superstructure: Good, Substructure: Good, Operating Rating: 79.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 49.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Underclear: 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, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 51 0200R, Location: 05-SB-101-88.1-SMRA (Lat: 34.945000, Lng: -120.416667), Route carried "on" structure: US 101, Year Built: 1962, Status: Open, Structure Length: 6.40m (21.00ft), Average Daily Traffic: 24,050 (year 1997), Truck Traffic: 8%, Average Future Daily Traffic: 76,019 (year 2028), Design Load: HS 20, Features Intersected: SMV RR & JONES STREET Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 88.100, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes (Inventory Route: 1, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 10.4m (34.1ft), Material/Design: Concrete continuous, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 22.8m (74.8ft), Curb-To-Curb Width: 11.1m (36.4ft), Out-to-Out Width: 12.1m (39.7ft) Condition: Deck: Serious, Superstructure: Good, Substructure: Good, Operating Rating: 79.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 49.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Underclear: 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, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 51 0201L, Location: 05-SB-101-88.6-SMRA (Lat: 34.953333, Lng: -120.416667), Route carried "on" structure: US 101, Year Built: 1962, Status: Open, Structure Length: 4.42m (14.50ft), Average Daily Traffic: 24,050 (year 1997), Truck Traffic: 8%, Average Future Daily Traffic: 76,019 (year 2028), Design Load: HS 20, Features Intersected: STATE ROUTE 166 Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 88.600, Lanes on structure: 2, Lanes under structure: 6, Base Highway Network: Yes (Inventory Route: 1, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 10.4m (34.1ft), Material/Design: Concrete continuous, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 22.9m (75.1ft), Curb-To-Curb Width: 11.1m (36.4ft), Out-to-Out Width: 12.1m (39.7ft) Condition: Deck: Fair, Superstructure: Good, Substructure: Good, Operating Rating: 59.8 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: September 2006, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 51 0201R, Location: 05-SB-101-88.6-SMRA (Lat: 34.953333, Lng: -120.416667), Route carried "on" structure: US 101, Year Built: 1962, Status: Open, Structure Length: 4.42m (14.50ft), Average Daily Traffic: 24,050 (year 1997), Truck Traffic: 8%, Average Future Daily Traffic: 76,019 (year 2028), Design Load: HS 20, Features Intersected: STATE ROUTE 166 Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 88.600, Lanes on structure: 2, Lanes under structure: 6, Base Highway Network: Yes (Inventory Route: 1, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 10.4m (34.1ft), Material/Design: Concrete continuous, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 22.9m (75.1ft), Curb-To-Curb Width: 11.1m (36.4ft), Out-to-Out Width: 12.1m (39.7ft) Condition: Deck: Fair, Superstructure: Good, Substructure: Good, Operating Rating: 59.8 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: September 2006, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 51 0202, Location: 05-SB-101-89.69-SMRA (Lat: 34.966667, Lng: -120.421667), Route carried "on" structure: City street J082, Year Built: 2001, Status: Open, Structure Length: 6.60m (21.65ft), Average Daily Traffic: 48,100 (year 1998), Truck Traffic: 5%, Average Future Daily Traffic: 76,019 (year 2028), Design Load: HS 20, Features Intersected: ROUTE 101, Facility Carried by Structure: DONOVAN RD 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: 29.4m (96.5ft), Skew: 2 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 2, Length of Maximum Span: 33.0m (108.3ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 29.4m (96.5ft), Out-to-Out Width: 33.0m (108.3ft) Condition: Deck: Good, Superstructure: Very good, Substructure: 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: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: Meets minimum limits, 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: 51 0203E, Location: 05-SB-135-R17.78-SMRA (Lat: 34.981667, Lng: -120.431667), Route carried "on" structure: Ramp State highway 135, Year Built: 1962, Status: Open, Structure Length: 6.06m (19.88ft), Average Daily Traffic: 14,200 (year 1998), Truck Traffic: 4%, Average Future Daily Traffic: 20,954 (year 2029), Design Load: HS 20, Features Intersected: ROUTE 101 Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 17.780, Lanes on structure: 2, Lanes under structure: 4, Base Highway Network: Yes (Inventory Route: 1, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 1 degrees, Material/Design: Concrete continuous, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 4, 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: 10.3m (33.8ft) Condition: Deck: Fair, Superstructure: Good, Substructure: Good, Operating Rating: 64.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 39.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: High priority of corrective action, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 6.07m (19.91ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2007, Bridge Improvement Cost: $505,000, Roadway Improvement Cost: $51,000, Total Project Cost: $758,000, Deck Structure Type: Concrete Cast-file-Place Find on map >>
Structure Number: 51 0238, Location: 05-SB-135-R17.55-SMRA (Lat: 34.978333, Lng: -120.433333), Route carried "on" structure: State highway 135, Year Built: 1974, Year Reconstructed: 1985, Status: Open, Structure Length: 0.94m (3.08ft), Average Daily Traffic: 35,500 (year 1997), Truck Traffic: 4%, Average Future Daily Traffic: 38,241 (year 2029), Design Load: HS 20, Features Intersected: BRADLEY CHANNEL Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 17.550, Lanes on structure: 5, Base Highway Network: Yes (Inventory Route: 1, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 23.8m (78.1ft), Skew: 21 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 5, Length of Maximum Span: 1.5m (4.9ft), Curb or Sidewalk Widths: Left: 2.4m (7.9ft), Right: 3.4m (11.2ft), Curb-To-Curb Width: 23.8m (78.1ft), Out-to-Out Width: 32.4m (106.3ft) Condition: Channel: Very good, Culverts: Very good, Operating Rating: 39.0 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: 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: May 2007 Find on map >>
Structure Number: 51 0309S, Location: 05-SB-101-88.54-SMRA (Lat: 34.947222, Lng: -120.416667), Route carried "on" structure: Ramp US 101, Year Built: 1997, Status: Open, Structure Length: 0.66m (2.17ft), Average Daily Traffic: 24,050 (year 1997), Average Future Daily Traffic: 76,019 (year 2028), Design Load: HS 20+Mod, Features Intersected: BRADLEY CHANNEL Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 88.540, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 35.1m (115.2ft), Skew: 2 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.0m (9.8ft), Curb-To-Curb Width: 35.1m (115.2ft), Out-to-Out Width: 36.0m (118.1ft) Condition: Channel: Excellent, Culverts: 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: Equal to present desirable 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: September 2006, Deck Structure Type: Concrete Cast-file-Place Find on map >>
Structure Number: 51 0310S, Location: 05-SB-101-88.68-SMRA (Lat: 34.958333, Lng: -120.416667), Route carried "on" structure: Ramp US 101, Year Built: 1997, Status: Open, Structure Length: 3.10m (10.17ft), Average Daily Traffic: 16,000 (year 1998), Average Future Daily Traffic: 31,223 (year 2028), Features Intersected: BRADLEY CHANNEL Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 88.680, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 10.8m (35.4ft), Skew: 6 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.7m (12.1ft) Condition: Channel: Excellent, Culverts: 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: Equal 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: September 2006 Find on map >>
Structure Number: 51 0324Y, Location: 05-SB-166-8.92-SMRA (Lat: 34.953333, Lng: -120.416667), Route carried "on" structure: State highway 166, Year Built: 1962, Year Reconstructed: 1983, Status: Open, Structure Length: 0.79m (2.59ft), Average Daily Traffic: 19,850 (year 1998), Truck Traffic: 6%, Average Future Daily Traffic: 19,410 (year 2028), Design Load: HS 20, Features Intersected: BRADLEY CHANNEL Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 8.920, Lanes on structure: 4, Base Highway Network: Yes (Inventory Route: 1, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 20.4m (66.9ft), Skew: 10 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 2.4m (7.9ft), Curb or Sidewalk Widths: Left: 1.2m (3.9ft), Right: 1.2m (3.9ft), Curb-To-Curb Width: 20.0m (65.6ft), Out-to-Out Width: 26.4m (86.6ft) Condition: Channel: Excellent, Culverts: Very good, Operating Rating: 53.5 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: 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: September 2006, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 51C0331, Location: EAST OF SUEY PARK (Lat: 34.969650, Lng: -120.403433), Route carried "on" structure: City street , Year Built: 2001, Status: Open, Structure Length: 12.30m (40.35ft), Average Daily Traffic: 1,000 (year 2005), Truck Traffic: 1%, Average Future Daily Traffic: 3,092 (year 2029), Design Load: HS 20+Mod, Features Intersected: SANTA MARIA RIVER, Facility Carried by Structure: SUEY CROSSING RD Minimum Vertical Clearance: 99.90m (327.76ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 8.7m (28.5ft), Material/Design: Steel, Number Of Spans In Main Unit: 12, Length of Maximum Span: 18.9m (62.0ft), Curb-To-Curb Width: 8.7m (28.5ft), Out-to-Out Width: 8.7m (28.5ft) Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Excellent, 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: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: Febuary 2008, Critical Feature Inspection Date: Febuary 2008, Deck Structure Type: Other, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 51C0332, Location: @ BLOSSER (Lat: 34.977778, Lng: -120.452778), Route carried "on" structure: City street , Year Built: 1975, Year Reconstructed: 1989, Status: Open, Structure Length: 1.03m (3.38ft), Average Daily Traffic: 4,000 (year 2000), Truck Traffic: 2%, Average Future Daily Traffic: 8,381 (year 2029), Design Load: HS 20+Mod, Features Intersected: BLOSSER CHANNEL, Facility Carried by Structure: RANCHO VERDE ST Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 10.0m (32.8ft), Curb or Sidewalk Widths: Left: 1.8m (5.9ft), Right: 1.8m (5.9ft), Curb-To-Curb Width: 13.4m (44.0ft), Out-to-Out Width: 17.7m (58.1ft) Condition: Deck: Poor, Superstructure: Good, Substructure: Good, Channel: Excellent, 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: Better than present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2008, Deck Structure Type: Concrete Cast-file-Place Find on map >>
Structure Number: 51C0333, Location: @ BLOSSER (Lat: 34.975000, Lng: -120.452778), Route carried "on" structure: City street , Year Built: 1975, Year Reconstructed: 1991, Status: Open, Structure Length: 1.08m (3.54ft), Average Daily Traffic: 5,000 (year 2000), Truck Traffic: 2%, Average Future Daily Traffic: 10,442 (year 2028), Design Load: HS 20+Mod, Features Intersected: BLOSSER CHANNEL, Facility Carried by Structure: TAYLOR STREET Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 10.2m (33.5ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 13.4m (44.0ft), Out-to-Out Width: 17.1m (56.1ft) 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: 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: March 2006, Deck Structure Type: Concrete Cast-file-Place Find on map >>
Structure Number: 51C0334, Route carried "on" structure: City street , Year Built: 1991, Status: Open, Structure Length: 1.38m (4.53ft), Average Daily Traffic: 5,000 (year 2000), Truck Traffic: 2%, Average Future Daily Traffic: 10,442 (year 2028), Design Load: HS 20+Mod, Features Intersected: BRADLEY CHANNEL, Facility Carried by Structure: RAILROAD AVENUE 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 continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 13.2m (43.3ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 15.9m (52.2ft) Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Excellent, 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: 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: March 2006, Deck Structure Type: Concrete Cast-file-Place Find on map >>
Structure Number: 51 004, Location: 05-SB-101-89.13-SMRA (Lat: 34.960000, Lng: -120.416667), Route carried "under" structure: US 101, Year Built: 1972, Structure Length: 9.33m (30.61ft), Average Daily Traffic: 48,100 (year 1997), Truck Traffic: 8%, Features Intersected: ROUTE 101, Facility Carried by Structure: ALVIN AVE Minimum Vertical Clearance: 5.18m (16.99ft), Kilometerpoint: 8.913, Lanes on structure: 4, Lanes under structure: 4, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 33.2m (108.9ft) Find on map >>
Structure Number: 51 0200L, Location: 05-SB-101-88.1-SMRA (Lat: 34.945000, Lng: -120.416667), Route carried "under" structure: City street , Year Built: 1962, Structure Length: 6.40m (21.00ft), Average Daily Traffic: 24,050 (year 1998), Truck Traffic: 8%, Features Intersected: SMV RR & JONES STREET, Facility Carried by Structure: U.S. HIGHWAY 101 Minimum Vertical Clearance: 7.23m (23.72ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Concrete continuous, Design/Construction: Tee Beam, Length of Maximum Span: 23.2m (76.1ft) Find on map >>
Structure Number: 51 0200R, Location: 05-SB-101-88.1-SMRA (Lat: 34.945000, Lng: -120.416667), Route carried "under" structure: City street , Year Built: 1962, Structure Length: 6.40m (21.00ft), Average Daily Traffic: 24,050 (year 1997), Truck Traffic: 8%, Features Intersected: SMV RR & JONES STREET, Facility Carried by Structure: U.S. HIGHWAY 101 Minimum Vertical Clearance: 7.16m (23.49ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Concrete continuous, Design/Construction: Tee Beam, Length of Maximum Span: 22.8m (74.8ft) Find on map >>
Structure Number: 51 0201L, Location: 05-SB-101-88.6-SMRA (Lat: 34.953333, Lng: -120.416667), Route carried "under" structure: State highway 166, Year Built: 1962, Structure Length: 4.42m (14.50ft), Average Daily Traffic: 8,650 (year 1997), Truck Traffic: 8%, Features Intersected: STATE ROUTE 166, Facility Carried by Structure: U.S. HWY 101 (SB) Minimum Vertical Clearance: 4.87m (15.98ft), Kilometerpoint: 0.892, Lanes on structure: 2, Lanes under structure: 6, Material/Design: Concrete continuous, Design/Construction: Tee Beam, Length of Maximum Span: 22.9m (75.1ft) Find on map >>
Structure Number: 51 0201R, Location: 05-SB-101-88.6-SMRA (Lat: 34.953333, Lng: -120.416667), Route carried "under" structure: State highway 166, Year Built: 1962, Structure Length: 4.42m (14.50ft), Average Daily Traffic: 1,035 (year 1997), Truck Traffic: 7%, Features Intersected: STATE ROUTE 166, Facility Carried by Structure: U.S. HWY 101 (NB) Minimum Vertical Clearance: 4.49m (14.73ft), Kilometerpoint: 0.893, Lanes on structure: 2, Lanes under structure: 6, Material/Design: Concrete continuous, Design/Construction: Tee Beam, Length of Maximum Span: 22.9m (75.1ft) Find on map >>
Structure Number: 51 0202, Location: 05-SB-101-89.69-SMRA (Lat: 34.966667, Lng: -120.421667), Route carried "under" structure: US 101, Year Built: 2001, Structure Length: 6.60m (21.65ft), Average Daily Traffic: 48,100 (year 1997), Truck Traffic: 8%, Features Intersected: ROUTE 101, Facility Carried by Structure: DONOVAN RD Minimum Vertical Clearance: 4.59m (15.06ft), Kilometerpoint: 8.969, Lanes on structure: 4, Lanes under structure: 4, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Length of Maximum Span: 33.0m (108.3ft) Find on map >>
Structure Number: 51 0203E, Location: 05-SB-135-R17.78-SMRA (Lat: 34.981667, Lng: -120.431667), Route carried "under" structure: US 101, Year Built: 1962, Structure Length: 6.06m (19.88ft), Average Daily Traffic: 53,000 (year 1998), Truck Traffic: 7%, Features Intersected: ROUTE 101 Minimum Vertical Clearance: 4.69m (15.39ft), Kilometerpoint: 9.075, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Concrete continuous, Design/Construction: Tee Beam, Length of Maximum Span: 18.9m (62.0ft) Find on map >>
Structure Number: 51 0301, Location: 05-SB-135-R15.65-SMRA (Lat: 34.951667, Lng: -120.436111), Route carried "under" structure: State highway 135, Year Built: 1991, Structure Length: 4.97m (16.31ft), Average Daily Traffic: 22,800 (year 1997), Truck Traffic: 2%, Features Intersected: BROADWAY POC Minimum Vertical Clearance: 5.15m (16.90ft), Kilometerpoint: 1.565, Lanes under structure: 6, Material/Design: Concrete continuous, Design/Construction: Girder and Floorbeam System, Length of Maximum Span: 24.1m (79.1ft) Discuss this city on our hugely popular California forum Back to: Santa Maria, CA, California, All US cities.
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