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Bridge Statistics for Goleta, California (CA) - Condition, Traffic, Stress, Structural Evaluation, Project CostsBack to: Goleta, CA, California, California forum, All US cities. National Bridge Inventory (NBI) Statistics Number of bridges: 17 Total length: 40 meters (131ft) Total costs: $2,676,000 Total average daily traffic: 202,554 Total average daily truck traffic: 5,190 Total future (year 2026) average daily traffic: 314,021 National Bridge Inventory (NBI) Registered Bridges for Goleta
Bridge Condition - Deck Bridge Condition - Superstructure Bridge Condition - Substructure Bridge Condition - Channel Bridge Condition - Culverts Find on map >>
Structure Number: 51C0007, Location: 0.29 MI N HOLLISTER AVE (Lat: 34.435833, Lng: -119.871944), Route carried "on" structure: City street H015, Year Built: 1964, Year Reconstructed: 1999, Status: Open, Structure Length: 0.79m (2.59ft), Average Daily Traffic: 6,200 (year 1990), Truck Traffic: 2%, Average Future Daily Traffic: 13,165 (year 2028), Design Load: HS 20, Features Intersected: GLEN ANNIE CREEK, Facility Carried by Structure: GLEN ANNIE ROAD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 9, Owner: City or Municipal Highway Agency, Skew: 14 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 4.0m (13.1ft) Condition: Channel: Very good, Culverts: Satisfactory, Operating Rating: 53.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: June 2006 Find on map >>
Structure Number: 51C0026, Location: 0.12 MI E PATTERSON AVE (Lat: 34.435000, Lng: -119.806944), Route carried "on" structure: City street H001, Year Built: 1964, Year Reconstructed: 1981, Status: Open, Structure Length: 1.95m (6.40ft), Average Daily Traffic: 20,573 (year 1999), Truck Traffic: 2%, Average Future Daily Traffic: 33,666 (year 2026), Design Load: HS 20, Features Intersected: MARIA YGNACIO CREEK, Facility Carried by Structure: HOLLISTER AVE 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: 22 degrees, Material/Design: Prestressed concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 19.2m (63.0ft), Curb or Sidewalk Widths: Left: 2.7m (8.9ft), Right: 2.7m (8.9ft), Curb-To-Curb Width: 20.7m (67.9ft), Out-to-Out Width: 31.7m (104.0ft) Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 71.6 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: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: May 2004, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 51C0027, Location: 0.1 MI EAST KELLOG AVE (Lat: 34.435000, Lng: -119.818889), Route carried "on" structure: City street H001, Year Built: 1964, Year Reconstructed: 1981, Status: Open, Structure Length: 1.34m (4.40ft), Average Daily Traffic: 17,759 (year 2000), Truck Traffic: 2%, Average Future Daily Traffic: 25,504 (year 2026), Design Load: H 20, Features Intersected: SAN JOSE CREEK, Facility Carried by Structure: HOLLISTER AVE Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 4, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 25.6m (84.0ft), Skew: 21 degrees, Material/Design: Prestressed concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 12.5m (41.0ft), Curb or Sidewalk Widths: Left: 2.7m (8.9ft), Right: 2.7m (8.9ft), Curb-To-Curb Width: 20.7m (67.9ft), Out-to-Out Width: 31.7m (104.0ft) Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 71.6 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: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: May 2004, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 51C0067, Location: 0.57 MI W/O FAIRVIEW AVE (Lat: 34.448889, Lng: -119.840000), Route carried "on" structure: City street H040, Year Built: 1967, Status: Open, Structure Length: 1.25m (4.10ft), Average Daily Traffic: 1,571 (year 1990), Truck Traffic: 1%, Average Future Daily Traffic: 2,223 (year 2028), Design Load: H 20, Features Intersected: SAN PEDRO CREEK, Facility Carried by Structure: STOW CANYON RD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), 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: 1.7m (5.6ft), Right: 1.7m (5.6ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 16.3m (53.5ft) Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Channel: Excellent, Operating Rating: 61.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 37.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: June 2006, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 51C013, Location: SOUTH OF U.S. 101 (Lat: 34.431389, Lng: -119.906667), Route carried "on" structure: City street H001, Year Built: 1933, Status: Open, Structure Length: 7.13m (23.39ft), Average Daily Traffic: 6,910 (year 1990), Truck Traffic: 5%, Average Future Daily Traffic: 14,863 (year 2028), Design Load: H 15, Features Intersected: UP RR & AMTRAK, Facility Carried by Structure: HOLLISTER AVE 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), Skew: 6 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 6, Length of Maximum Span: 20.7m (67.9ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 10.4m (34.1ft), Out-to-Out Width: 11.5m (37.7ft) Condition: Deck: Good, 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: Meets minimum limits, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 7.13m (23.39ft), Designated Inspection Frequency: Every 48 months, Inspection Date: June 2006, Bridge Improvement Cost: $984,000, Roadway Improvement Cost: $98,000, Total Project Cost: $1,476,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 51C0155, Location: SOUTH OF S.H. 101 (Lat: 34.440833, Lng: -119.807778), Route carried "on" structure: City street , Year Built: 1992, Status: Open, Structure Length: 4.08m (13.39ft), Average Daily Traffic: 18,865 (year 1999), Truck Traffic: 5%, Average Future Daily Traffic: 27,240 (year 2028), Design Load: HS 20+Mod, Features Intersected: UP RR & AMTRAK, Facility Carried by Structure: PATTERSON AVE Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 6, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 31.4m (103.0ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 39.3m (128.9ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 27.7m (90.9ft), Out-to-Out Width: 31.4m (103.0ft) Condition: Deck: Poor, 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: Equal to present desirable criteria, Underclear: Superior to present desirable criteria, Approach Roadway Alignment: Meets minimum limits, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2006, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 51C0156, Route carried "on" structure: City street , Year Built: 2002, Status: Open, Structure Length: 3.09m (10.14ft), Average Daily Traffic: 13,553 (year 1998), Truck Traffic: 2%, Average Future Daily Traffic: 19,048 (year 2028), Design Load: HS 20+Mod, Features Intersected: SAN JOSE CREEK, Facility Carried by Structure: CALLE REAL Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 4, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 17.0m (55.8ft), Skew: 35 degrees, Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 12.2m (40.0ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 0.0m, Curb-To-Curb Width: 17.0m (55.8ft), Out-to-Out Width: 22.3m (73.2ft) Condition: Deck: Good, Superstructure: Good, Substructure: Very good, Channel: Very 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, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2006, Deck Structure Type: Concrete Cast-file-Place Find on map >>
Structure Number: 51C0168, Location: JUST S/O SR 101 (Lat: 34.436944, Lng: -119.852778), Route carried "on" structure: City street H008, Year Built: 1968, Status: Open, Structure Length: 4.63m (15.19ft), Average Daily Traffic: 16,313 (year 1990), Truck Traffic: 1%, Average Future Daily Traffic: 22,296 (year 2028), Design Load: HS 20, Features Intersected: UP RR & AMTRAK, Facility Carried by Structure: LOS CARNEROS ROAD 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), Material/Design: Concrete continuous, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 21.3m (69.9ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 0.0m, Curb-To-Curb Width: 19.5m (64.0ft), Out-to-Out Width: 21.6m (70.9ft) Condition: Deck: Poor, Superstructure: Fair, Substructure: Critical, Operating Rating: 20.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 12.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: High priority of replacement, Deck Geometry: Better than present minimum criteria, Underclear: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 4.63m (15.19ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2006, Bridge Improvement Cost: $800,000, Roadway Improvement Cost: $80,000, Total Project Cost: $1,200,000, Deck Structure Type: Concrete Cast-file-Place Find on map >>
Structure Number: 51C0169, Location: NORTH OF S.H. 101 (Lat: 34.438889, Lng: -119.852778), Route carried "on" structure: City street H008, Year Built: 1968, Status: Open, Structure Length: 0.67m (2.20ft), Average Daily Traffic: 10,000 (year 1990), Truck Traffic: 2%, Average Future Daily Traffic: 15,873 (year 2028), Design Load: HS 20, Features Intersected: CARNEROS CREEK, Facility Carried by Structure: LOS CARNEROS RD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 4, Owner: City or Municipal Highway Agency, Skew: 2 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.4m (11.2ft) Condition: Channel: Poor, 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: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2006 Find on map >>
Structure Number: 51C0186, Location: 0.7 MI WEST OF FAIRVIEW (Lat: 34.450833, Lng: -119.841944), Route carried "on" structure: City street H002, Year Built: 1970, Status: Open, Structure Length: 3.13m (10.27ft), Average Daily Traffic: 9,746 (year 1990), Truck Traffic: 2%, Average Future Daily Traffic: 13,757 (year 2028), Design Load: HS 20, Features Intersected: SAN PEDRO CREEK, Facility Carried by Structure: CATHEDRAL OAKS 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), Skew: 1 degrees, Material/Design: Concrete continuous, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 15.2m (49.9ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 1.8m (5.9ft), Curb-To-Curb Width: 12.5m (41.0ft), Out-to-Out Width: 14.9m (48.9ft) Condition: Deck: Fair, Superstructure: Good, Substructure: Good, Channel: Excellent, Operating Rating: 61.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 37.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2006, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 51C0192, Location: 0.15 MI W LOS CARNEROS R (Lat: 34.443889, Lng: -119.856944), Route carried "on" structure: City street H002, Year Built: 1971, Status: Open, Structure Length: 2.53m (8.30ft), Average Daily Traffic: 6,654 (year 1990), Truck Traffic: 1%, Average Future Daily Traffic: 10,442 (year 2028), Design Load: HS 20, Features Intersected: CARNEROS CREEK, Facility Carried by Structure: CATHEDRAL OAKS 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), Skew: 2 degrees, Material/Design: Concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 24.4m (80.1ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 1.8m (5.9ft), Curb-To-Curb Width: 12.5m (41.0ft), Out-to-Out Width: 14.9m (48.9ft) Condition: Deck: Poor, Superstructure: Good, Substructure: Good, Channel: Excellent, Operating Rating: 99.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 79.8 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: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2006, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 51C0209, Location: 0.04 MI W GLEN ANNIE RD (Lat: 34.440833, Lng: -119.875833), Route carried "on" structure: City street H002, Year Built: 1965, Status: Open, Structure Length: 0.76m (2.49ft), Average Daily Traffic: 4,550 (year 1990), Truck Traffic: 3%, Average Future Daily Traffic: 9,662 (year 2028), Design Load: HS 20, Features Intersected: GLEN ANNIE CREEK, Facility Carried by Structure: CATHEDRAL OAKS RD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 7.2m (23.6ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 4.0m (13.1ft), Curb-To-Curb Width: 7.2m (23.6ft) 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, Deck Geometry: High priority of replacement, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: June 2006 Find on map >>
Structure Number: 51C0212, Location: 0.2 MI W FAIRVIEW AVE (Lat: 34.440000, Lng: -119.832778), Route carried "on" structure: City street H022, Year Built: 1961, Status: Open, Structure Length: 0.91m (2.99ft), Average Daily Traffic: 9,540 (year 2000), Truck Traffic: 2%, Average Future Daily Traffic: 16,322 (year 2026), Design Load: H 15, Features Intersected: LAS VEGAS CREEK, Facility Carried by Structure: CALLE REAL RD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 4, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 19.2m (63.0ft), Skew: 2 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 4.3m (14.1ft), Curb or Sidewalk Widths: Left: 2.0m (6.6ft), Right: 0.0m, Curb-To-Curb Width: 19.4m (63.6ft), Out-to-Out Width: 30.0m (98.4ft) Condition: Channel: Good, Culverts: Satisfactory, Operating Rating: 53.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: May 2004, Deck Structure Type: Concrete Cast-file-Place Find on map >>
Structure Number: 51C024, Location: 0.1 MI N HOLLISTER AVE (Lat: 34.431944, Lng: -119.858889), Route carried "on" structure: City street H008, Year Built: 1989, Status: Open, Structure Length: 2.10m (6.89ft), Average Daily Traffic: 12,350 (year 1990), Truck Traffic: 5%, Average Future Daily Traffic: 25,482 (year 2028), Design Load: HS 20, Features Intersected: TECOLOTITO CREEK, Facility Carried by Structure: LOS CARNEROS RD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 5, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 25.6m (84.0ft), Skew: 21 degrees, Material/Design: Concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 19.5m (64.0ft), Curb or Sidewalk Widths: Left: 1.7m (5.6ft), Right: 1.7m (5.6ft), Curb-To-Curb Width: 23.5m (77.1ft), Out-to-Out Width: 29.6m (97.1ft) Condition: Deck: Fair, Superstructure: Good, Substructure: Good, Channel: Excellent, Operating Rating: 99.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 65.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2006, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 51C0315, Location: 0.2 MI W FAIRVIEW AVE (Lat: 34.444150, Lng: -119.833911), Route carried "on" structure: City street H041, Year Built: 1985, Status: Open, Structure Length: 0.85m (2.79ft), Average Daily Traffic: 1,290 (year 2000), Truck Traffic: 1%, Average Future Daily Traffic: 2,465 (year 2028), Design Load: HS 20, Features Intersected: LAS VEGAS CREEK, Facility Carried by Structure: SHIRRELL WAY 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: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.6m (24.9ft), Curb or Sidewalk Widths: Left: 2.7m (8.9ft), Right: 2.7m (8.9ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 18.3m (60.0ft) Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Very good, Operating Rating: 51.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 30.8 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: Better than present minimum criteria, Approach Roadway Alignment: High priority of corrective action, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2006, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 51C0322, Route carried "on" structure: City street H015, Year Built: 1997, Status: Open, Structure Length: 2.50m (8.20ft), Average Daily Traffic: 16,400 (year 1998), Truck Traffic: 7%, Average Future Daily Traffic: 20,106 (year 2028), Design Load: HS 20+Mod, Features Intersected: UP RR & AMTRAK, Facility Carried by Structure: GLENN ANNIE ROAD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 5, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 29.1m (95.5ft), Skew: 20 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 25.0m (82.0ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 0.0m, Curb-To-Curb Width: 29.1m (95.5ft), Out-to-Out Width: 31.5m (103.3ft) Condition: Deck: Fair, Superstructure: Very good, Substructure: 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: 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: June 2006, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 51C033, Location: JUST S/O SR 101 (Lat: 34.438889, Lng: -119.831944), Route carried "on" structure: City street , Year Built: 2000, Status: Open, Structure Length: 2.30m (7.55ft), Average Daily Traffic: 30,280 (year 1998), Average Future Daily Traffic: 41,907 (year 2029), Design Load: HS 20, Features Intersected: UP RR & AMTRAK, Facility Carried by Structure: FAIRIEW AVE Minimum Vertical Clearance: 99.00m (324.80ft), Kilometerpoint: 0.000, Lanes on structure: 5, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 33.0m (108.3ft), Skew: 10 degrees, Material/Design: Concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 31, Length of Maximum Span: 23.0m (75.5ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 0.0m, Curb-To-Curb Width: 33.0m (108.3ft), Out-to-Out Width: 33.0m (108.3ft) Condition: Deck: Fair, 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: Equal 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 Discuss this city on our hugely popular California forum Back to: Goleta, CA, California, All US cities.
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