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Bridge Statistics for Santa Clara, California (CA) - Condition, Traffic, Stress, Structural Evaluation, Project CostsBack to: Santa Clara, CA, California, California forum, All US cities. National Bridge Inventory (NBI) Statistics Number of bridges: 75 Total length: 350 meters (1,148ft) Total costs: $1,174,000 Total average daily traffic: 2,913,597 Total average daily truck traffic: 159,639 National Bridge Inventory (NBI) Registered Bridges for Santa Clara
Bridge Condition - Deck Bridge Condition - Superstructure Bridge Condition - Substructure Bridge Condition - Channel Bridge Condition - Culverts Find on map >>
Structure Number: 37 0012, Location: 04-SCL-082-13.07-SCL (Lat: 37.352028, Lng: -121.973194), Route carried "on" structure: State highway 82, Year Built: 1958, Year Reconstructed: 1969, Status: Open, Structure Length: 1.72m (5.64ft), Average Daily Traffic: 40,000 (year 1998), Truck Traffic: 4%, Average Future Daily Traffic: 61,619 (year 2026), Design Load: HS 20, Features Intersected: SARATOGA CREEK Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 13.070, Lanes on structure: 8, Base Highway Network: Yes (, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 31.7m (104.0ft), Skew: 20 degrees, Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 15.2m (49.9ft), Curb or Sidewalk Widths: Left: 2.1m (6.9ft), Right: 2.1m (6.9ft), Curb-To-Curb Width: 30.2m (99.1ft), Out-to-Out Width: 36.6m (120.1ft) Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Very good, Operating Rating: 99.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 58.9 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: May 2004, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 37 0013, Location: 04-SCL-082-13.66-SCL (Lat: 37.352722, Lng: -121.983750), Route carried "on" structure: State highway 82, Year Built: 1958, Year Reconstructed: 1968, Status: Open, Structure Length: 0.79m (2.59ft), Average Daily Traffic: 40,000 (year 1998), Truck Traffic: 4%, Average Future Daily Traffic: 61,414 (year 2026), Design Load: HS 20, Features Intersected: CALABAZAS CREEK Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 13.660, Lanes on structure: 7, Base Highway Network: Yes (, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 32.0m (105.0ft), Skew: 20 degrees, Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.3m (24.0ft), Curb or Sidewalk Widths: Left: 2.1m (6.9ft), Right: 2.1m (6.9ft), Curb-To-Curb Width: 31.7m (104.0ft), Out-to-Out Width: 36.6m (120.1ft) Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Very good, Operating Rating: 68.9 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, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable 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: 37 0041, Location: 04-SCL-101-42.25-SCL (Lat: 37.383333, Lng: -121.966667), Route carried "on" structure: US 101, Year Built: 1961, Year Reconstructed: 1985, Status: Open, Structure Length: 2.80m (9.19ft), Average Daily Traffic: 165,800 (year 1997), Truck Traffic: 8%, Average Future Daily Traffic: 442,754 (year 2029), Design Load: HS 20+Mod, Features Intersected: SAN TOMAS AQUINO CREEK Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 42.250, Lanes on structure: 10, Base Highway Network: Yes (Inventory Route: 1, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 49.0m (160.8ft), 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-To-Curb Width: 49.0m (160.8ft), Out-to-Out Width: 50.7m (166.3ft) Condition: Deck: Fair, Superstructure: Good, Substructure: Good, Channel: Very good, Operating Rating: 51.7 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 desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2007, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 37 0166, Location: 04-SCL-101-41.98-SCL (Lat: 37.381667, Lng: -121.963333), Route carried "on" structure: City street C007, Year Built: 1961, Year Reconstructed: 1983, Status: Open, Structure Length: 8.72m (28.61ft), Average Daily Traffic: 87,360 (year 2001), Truck Traffic: 1%, Average Future Daily Traffic: 107,800 (year 2025), Design Load: HS 20+Mod, Features Intersected: U.S. HIGHWAY 101, Facility Carried by Structure: SAN TOMAS EXPWY Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 8, Lanes under structure: 12, Owner: State Highway Agency, Approaching Roadway Width: 32.8m (107.6ft), Skew: 30 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Number Of Approach Spans: 2, Length of Maximum Span: 25.0m (82.0ft), Curb or Sidewalk Widths: Left: 2.4m (7.9ft), Right: 2.2m (7.2ft), Curb-To-Curb Width: 32.8m (107.6ft), Out-to-Out Width: 38.9m (127.6ft) Condition: Deck: Satisfactory, Superstructure: Very good, Substructure: Good, Operating Rating: 79.4 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, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: March 2007, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 37 017, Location: 04-SCL-101-41.07-SCL (Lat: 37.378333, Lng: -121.948333), Route carried "on" structure: City street C049, Year Built: 1961, Status: Open, Structure Length: 6.71m (22.01ft), Average Daily Traffic: 10,000 (year 2001), Truck Traffic: 1%, Average Future Daily Traffic: 15,716 (year 2029), Design Load: HS 20, Features Intersected: U.S. HIGHWAY 101, Facility Carried by Structure: LAFAYETTE ST (NB) Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 8, Owner: State Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Skew: 9 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Number Of Approach Spans: 2, Length of Maximum Span: 22.9m (75.1ft), 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: Fair, Superstructure: Fair, Substructure: Good, Operating Rating: 83.7 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: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2007, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 37 0211, Location: 04-SCL-280-7.39-SCL (Lat: 37.323167, Lng: -121.999361), Route carried "on" structure: Interstate 280, Year Built: 1965, Year Reconstructed: 1991, Status: Open, Structure Length: 9.81m (32.19ft), Average Daily Traffic: 174,000 (year 1999), Truck Traffic: 3%, Average Future Daily Traffic: 229,780 (year 2029), Design Load: HS 20, Features Intersected: STEVENS CREEK BOULEVARD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 7.390, Lanes on structure: 8, Lanes under structure: 6, Base Highway Network: Yes (Inventory Route: 2, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 47.0m (154.2ft), Skew: 35 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Number Of Approach Spans: 2, Length of Maximum Span: 34.1m (111.9ft), Curb-To-Curb Width: 45.4m (149.0ft), Out-to-Out Width: 47.2m (154.9ft) Condition: Deck: Satisfactory, Superstructure: 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: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2008, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 37 0214, Location: 04-SCL-082-11.38-SCL (Lat: 37.353333, Lng: -121.941667), Route carried "on" structure: City street , Year Built: 1961, Status: Open, Structure Length: 5.06m (16.60ft), Average Daily Traffic: 36,073 (year 2001), Truck Traffic: 2%, Average Future Daily Traffic: 55,570 (year 2028), Design Load: HS 20, Features Intersected: STATE ROUTE 82, Facility Carried by Structure: DE LA CRUZ BLVD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 4, Lanes under structure: 6, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 16.5m (54.1ft), Skew: 20 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 24.7m (81.0ft), Curb or Sidewalk Widths: Left: 1.2m (3.9ft), Right: 0.3m (1.0ft), Curb-To-Curb Width: 15.8m (51.8ft), Out-to-Out Width: 18.3m (60.0ft) Condition: Deck: Good, Superstructure: Very good, Substructure: Satisfactory, Operating Rating: 87.5 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 minimum criteria, Deck Geometry: Meets minimum limits, Underclear: Meets minimum limits, Approach Roadway Alignment: Better than 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: Bituminous Find on map >>
Structure Number: 37 0337, Location: 04-SCL-082-14.34-SCL (Lat: 37.353333, Lng: -121.995000), Route carried "on" structure: City street , Year Built: 1970, Year Reconstructed: 1996, Status: Open, Structure Length: 6.89m (22.60ft), Average Daily Traffic: 74,069 (year 1998), Truck Traffic: 5%, Average Future Daily Traffic: 91,400 (year 2025), Design Load: HS 20+Mod, Features Intersected: STATE ROUTE 82, Facility Carried by Structure: LAWRENCE EXPWY Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 8, Lanes under structure: 10, Owner: County Highway Agency, Approaching Roadway Width: 34.0m (111.5ft), Skew: 30 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Number Of Approach Spans: 2, Length of Maximum Span: 28.3m (92.8ft), Curb-To-Curb Width: 33.5m (109.9ft), Out-to-Out Width: 35.4m (116.1ft) Condition: Deck: Poor, Superstructure: Good, Substructure: Good, Operating Rating: 57.3 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, Underclear: Somewhat better than minimum adequacy, 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: Bituminous Find on map >>
Structure Number: 37 039, Location: 04-SCL-101-42.73-SCL (Lat: 37.385000, Lng: -121.976667), Route carried "on" structure: City street C243, Year Built: 1975, Status: Open, Structure Length: 7.86m (25.79ft), Average Daily Traffic: 57,677 (year 1998), Truck Traffic: 1%, Average Future Daily Traffic: 71,200 (year 2025), Design Load: HS 20, Features Intersected: U.S. HIGHWAY 101, Facility Carried by Structure: BOWERS AVENUE Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 6, Lanes under structure: 10, Owner: State Highway Agency, Approaching Roadway Width: 32.0m (105.0ft), Skew: 20 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 2, Length of Maximum Span: 39.3m (128.9ft), Curb or Sidewalk Widths: Left: 2.4m (7.9ft), Right: 2.4m (7.9ft), Curb-To-Curb Width: 31.8m (104.3ft), Out-to-Out Width: 39.0m (128.0ft) Condition: Deck: Fair, Superstructure: Very good, Substructure: Good, Operating Rating: 99.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2007, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 37 0391, Location: 04-SCL-101-41.08-SCL (Lat: 37.378333, Lng: -121.950000), Route carried "on" structure: City street C049, Year Built: 1975, Status: Open, Structure Length: 6.83m (22.41ft), Average Daily Traffic: 12,500 (year 2001), Truck Traffic: 1%, Average Future Daily Traffic: 15,000 (year 2025), Design Load: HS 20, Features Intersected: U.S. HIGHWAY 101, Facility Carried by Structure: LAFAYETTE ST (SB) Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 8, Owner: State Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Skew: 9 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 2, Length of Maximum Span: 34.0m (111.5ft), Curb-To-Curb Width: 9.8m (32.2ft), Out-to-Out Width: 10.8m (35.4ft) Condition: Deck: Satisfactory, Superstructure: Very good, Substructure: Good, Operating Rating: 99.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Underclear: High priority of corrective action, Approach Roadway Alignment: Somewhat better than minimum adequacy, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2007, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 37 0471L, Location: 04-SCL-237-R5.83-SCL (Lat: 37.416667, Lng: -121.975000), Route carried "on" structure: State highway 237, Year Built: 1994, Status: Open, Structure Length: 5.88m (19.29ft), Average Daily Traffic: 58,500 (year 1999), Truck Traffic: 9%, Average Future Daily Traffic: 151,727 (year 2029), Design Load: HS 20+Mod, Features Intersected: GREAT AMERICA PARKWAY Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 5.830, Lanes on structure: 3, Lanes under structure: 6, Base Highway Network: Yes (Inventory Route: 2, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 17.1m (56.1ft), Skew: 2 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 2, Length of Maximum Span: 29.6m (97.1ft), Curb-To-Curb Width: 17.1m (56.1ft), Out-to-Out Width: 18.1m (59.4ft) Condition: Deck: Fair, Superstructure: Satisfactory, Substructure: Satisfactory, 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: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Underclear: Meets minimum limits, Approach Roadway Alignment: Superior to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2007, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 37 0471R, Location: 04-SCL-237-R5.83-SCL (Lat: 37.416667, Lng: -121.975000), Route carried "on" structure: State highway 237, Year Built: 1994, Status: Open, Structure Length: 5.88m (19.29ft), Average Daily Traffic: 58,500 (year 1999), Truck Traffic: 9%, Average Future Daily Traffic: 151,727 (year 2029), Design Load: HS 20+Mod, Features Intersected: GREAT AMERICA PARKWAY Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 5.830, Lanes on structure: 3, Lanes under structure: 7, Base Highway Network: Yes (Inventory Route: 2, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 17.1m (56.1ft), Skew: 2 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 2, Length of Maximum Span: 29.6m (97.1ft), Curb-To-Curb Width: 17.1m (56.1ft), Out-to-Out Width: 18.1m (59.4ft) Condition: Deck: Fair, Superstructure: Satisfactory, Substructure: Satisfactory, 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: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Underclear: Meets minimum limits, Approach Roadway Alignment: Superior to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2007, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 37C0013, Location: LAWRENCE EXPRESSWAY (Lat: 37.323333, Lng: -121.995000), Route carried "on" structure: City street C028, Year Built: 1964, Status: Open, Structure Length: 0.82m (2.69ft), Average Daily Traffic: 51,250 (year 1998), Truck Traffic: 5%, Average Future Daily Traffic: 53,086 (year 2028), Design Load: HS 20, Features Intersected: SARATOGA CREEK, Facility Carried by Structure: STEVENS CR BLVD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 7, Owner: County Highway Agency, Approaching Roadway Width: 33.5m (109.9ft), Skew: 20 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 4.0m (13.1ft), Curb or Sidewalk Widths: Left: 2.3m (7.5ft), Right: 4.3m (14.1ft), Curb-To-Curb Width: 31.1m (102.0ft), Out-to-Out Width: 243.8m (799.9ft) Condition: Deck: Good, Superstructure: Good, Substructure: Poor, 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: Superior to present desirable criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Equal to present minimum 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, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 37C0065, Location: OVER UP TRACKS (Lat: 37.362778, Lng: -121.960000), Route carried "on" structure: City street C355, Year Built: 1964, Year Reconstructed: 2004, Status: Open, Structure Length: 6.74m (22.11ft), Average Daily Traffic: 30,000 (year 2007), Truck Traffic: 5%, Average Future Daily Traffic: 36,064 (year 2029), Design Load: HS 20, Features Intersected: CALTRAIN & UP RR, Facility Carried by Structure: SCOTT BLVD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 6, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 11.5m (37.7ft), Skew: 22 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 26.5m (86.9ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 15.8m (51.8ft), Out-to-Out Width: 26.2m (86.0ft) Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Operating Rating: 53.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: High priority of replacement, Underclear: Superior to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: June 2007, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay Find on map >>
Structure Number: 37C0081, Location: AT SAN TOMAS EXPWY (Lat: 37.375000, Lng: -121.965000), Route carried "on" structure: City street C002, Year Built: 1977, Structure Length: 5.88m (19.29ft), Average Daily Traffic: 34,810 (year 2002), Truck Traffic: 5%, Average Future Daily Traffic: 52,037 (year 2027), Design Load: HS 20, Features Intersected: CENTRAL EXPRESSWAY, Facility Carried by Structure: CENTRAL EXPRESSWAY Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 6, Lanes under structure: 8, Owner: County Highway Agency, Approaching Roadway Width: 31.7m (104.0ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 2, Length of Maximum Span: 28.7m (94.2ft), Curb-To-Curb Width: 37.8m (124.0ft), Out-to-Out Width: 39.0m (128.0ft) Condition: Deck: Very good, Superstructure: Good, Substructure: Very good, 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, Underclear: Meets minimum limits, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2005, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 37C0116, Location: 0.8 MI E LWRNCE EXPRS WAY (Lat: 37.337778, Lng: -121.980833), Route carried "on" structure: City street C327, Year Built: 1962, Status: Open, Structure Length: 2.04m (6.69ft), Average Daily Traffic: 15,842 (year 1972), Truck Traffic: 4%, Average Future Daily Traffic: 15,768 (year 2027), Design Load: H 15, Features Intersected: SARATOGA CREEK, Facility Carried by Structure: HOMESTEAD RD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 4, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 14.9m (48.9ft), Skew: 4 degrees, Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 16.8m (55.1ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 23.8m (78.1ft), Out-to-Out Width: 27.4m (89.9ft) Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 53.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: May 2005, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 37C0145, Location: 04-SCL-367-0-SCL (Lat: 37.360000, Lng: -121.943889), Route carried "on" structure: Ramp City street C367, Year Built: 1969, Status: Open, Structure Length: 5.64m (18.50ft), Average Daily Traffic: 12,315 (year 1998), Truck Traffic: 3%, Average Future Daily Traffic: 15,768 (year 2027), Design Load: HS 20+Mod, Features Intersected: DE LA CRUZ BLVD NB, Facility Carried by Structure: COLEMAN-DE LA CRUZ Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 1, Lanes under structure: 1, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Skew: 1 degrees, Material/Design: Concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 3, Length of Maximum Span: 19.8m (65.0ft), Curb or Sidewalk Widths: Left: 0.6m (2.0ft), Right: 0.6m (2.0ft), Curb-To-Curb Width: 6.7m (22.0ft), Out-to-Out Width: 8.7m (28.5ft) Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 68.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 41.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: May 2005, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 37C0146, Location: N/E EL CAMINO REAL (Lat: 37.355833, Lng: -121.941944), Route carried "on" structure: City street C367, Year Built: 1959, Status: Open, Structure Length: 10.94m (35.89ft), Average Daily Traffic: 12,315 (year 1971), Truck Traffic: 5%, Average Future Daily Traffic: 28,077 (year 2029), Design Load: HS 20, Features Intersected: CALTRAIN,UP RR, AMTRAK, Facility Carried by Structure: DE LA CRUZ BLVD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 5, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 20.1m (65.9ft), Skew: 30 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 6, Length of Maximum Span: 22.6m (74.1ft), Curb or Sidewalk Widths: Left: 1.2m (3.9ft), Right: 0.6m (2.0ft), Curb-To-Curb Width: 19.5m (64.0ft), Out-to-Out Width: 22.3m (73.2ft) Condition: Deck: Satisfactory, Superstructure: Very 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: Meets minimum limits, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: June 2007, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 37C0147, Location: 04-SCL-367-0-SCL (Lat: 37.360000, Lng: -121.943889), Route carried "on" structure: City street C367, Year Built: 1969, Status: Open, Structure Length: 3.29m (10.79ft), Average Daily Traffic: 12,315 (year 1971), Truck Traffic: 5%, Average Future Daily Traffic: 27,891 (year 2027), Design Load: HS 20+Mod, Features Intersected: DE LA CRUZ BL-COLMAN AV, Facility Carried by Structure: DE LA CRUZ BLVD NB Minimum Vertical Clearance: 4.57m (14.99ft), Kilometerpoint: 0.000, Lanes on structure: 1, Lanes under structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Skew: 3 degrees, Material/Design: Concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 3, Length of Maximum Span: 15.8m (51.8ft), Curb or Sidewalk Widths: Left: 0.6m (2.0ft), Right: 0.6m (2.0ft), Curb-To-Curb Width: 6.7m (22.0ft), Out-to-Out Width: 8.7m (28.5ft) Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 51.7 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: High priority of replacement, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: May 2005, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 37C0148, Location: N HOMESTEAD RD (Lat: 37.338889, Lng: -121.976944), Route carried "on" structure: City street C243, Year Built: 1962, Status: Open, Structure Length: 1.46m (4.79ft), Average Daily Traffic: 14,027 (year 1971), Truck Traffic: 3%, Average Future Daily Traffic: 15,768 (year 2027), Design Load: H 15, Features Intersected: SARATOGA CREEK, Facility Carried by Structure: KIELY BLVD 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: 21 degrees, Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 12.2m (40.0ft), 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: 22.6m (74.1ft) Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 53.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: 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: May 2005, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 37C0154, Location: STEVENS CRK BLVD (Lat: 37.323333, Lng: -121.993333), Route carried "on" structure: County highway C014, Year Built: 1966, Year Reconstructed: 1996, Status: Open, Structure Length: 5.32m (17.45ft), Average Daily Traffic: 68,900 (year 1998), Truck Traffic: 5%, Average Future Daily Traffic: 74,320 (year 2028), Design Load: HS 20, Features Intersected: LAWRENCE EXPRESSWAY, Facility Carried by Structure: LAWRENCE EXPWY Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 6, Lanes under structure: 6, Owner: County Highway Agency, Approaching Roadway Width: 28.0m (91.9ft), Skew: 1 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 19.1m (62.7ft), Curb-To-Curb Width: 28.0m (91.9ft), Out-to-Out Width: 29.9m (98.1ft) Condition: Deck: Satisfactory, Superstructure: 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: High priority of corrective action, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2006, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 37C0176, Location: NORTH TASMAN DR (Lat: 37.407778, Lng: -121.977778), Route carried "on" structure: City street C243, Year Built: 1975, Status: Open, Structure Length: 4.79m (15.72ft), Average Daily Traffic: 6,961 (year 1978), Truck Traffic: 1%, Average Future Daily Traffic: 10,582 (year 2029), Design Load: HS 20, Features Intersected: SAN TOMAS AQUINO CRK, Facility Carried by Structure: GREAT AMERICA PKWY Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 4, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 31.1m (102.0ft), Skew: 33 degrees, Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 4, Length of Maximum Span: 11.9m (39.0ft), Curb or Sidewalk Widths: Left: 1.2m (3.9ft), Right: 1.2m (3.9ft), Curb-To-Curb Width: 26.8m (87.9ft), Out-to-Out Width: 34.1m (111.9ft) Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Channel: Satisfactory, Operating Rating: 79.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 47.1 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 desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: June 2007, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 37C0183, Location: LAWRENCE EXPWY (Lat: 37.376667, Lng: -121.995000), Route carried "on" structure: City street C002, Year Built: 1968, Status: Open, Structure Length: 4.09m (13.42ft), Average Daily Traffic: 41,940 (year 2002), Truck Traffic: 5%, Average Future Daily Traffic: 50,000 (year 2026), Design Load: HS 20, Features Intersected: LAWRENCE EXPWY, Facility Carried by Structure: CENTRAL EXPWY Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 4, Lanes under structure: 6, Owner: County Highway Agency, Approaching Roadway Width: 26.5m (86.9ft), Skew: 20 degrees, Material/Design: Concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 2, Length of Maximum Span: 20.5m (67.3ft), Curb or Sidewalk Widths: Left: 2.0m (6.6ft), Right: 2.0m (6.6ft), Curb-To-Curb Width: 19.8m (65.0ft), Out-to-Out Width: 30.5m (100.1ft) Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 74.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 43.5 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: 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: Bituminous Find on map >>
Structure Number: 37C0184L, Location: 0.25 MI N SAN TOMAS EXPY (Lat: 37.376667, Lng: -121.995000), Route carried "on" structure: City street C002, Year Built: 1963, Status: Open, Structure Length: 2.80m (9.19ft), Average Daily Traffic: 34,810 (year 2002), Truck Traffic: 5%, Average Future Daily Traffic: 52,037 (year 2027), Design Load: HS 20, Features Intersected: SAN TOMAS AQUINO CREEK, Facility Carried by Structure: CENTRAL EXPWY Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), 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: 0.9m (3.0ft), Right: 0.9m (3.0ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 14.0m (45.9ft) Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Very good, Operating Rating: 53.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2005, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 37C0184R, Location: 0.25 MI N SA TOMAS EXPWY (Lat: 37.376667, Lng: -121.995000), Route carried "on" structure: City street C002, Year Built: 1963, Status: Open, Structure Length: 2.80m (9.19ft), Average Daily Traffic: 34,810 (year 2002), Truck Traffic: 5%, Average Future Daily Traffic: 52,037 (year 2027), Design Load: HS 20, Features Intersected: SAN TOMAS AQUINO CREEK, Facility Carried by Structure: CENTRAL EXPWY Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), 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: 0.9m (3.0ft), Right: 8.2m (26.9ft), Curb-To-Curb Width: 13.1m (43.0ft), Out-to-Out Width: 21.3m (69.9ft) Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, 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: Equal to present minimum criteria, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2005, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 37C0197, Location: AT SP TRACKS (Lat: 37.365000, Lng: -121.963333), Route carried "on" structure: County highway C007, Year Built: 1967, Year Reconstructed: 1981, Status: Open, Structure Length: 6.34m (20.80ft), Average Daily Traffic: 49,700 (year 2004), Truck Traffic: 5%, Average Future Daily Traffic: 74,320 (year 2028), Design Load: HS 20, Features Intersected: SP/UP RR, Facility Carried by Structure: SAN TOMAS EXPWY Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 8, Owner: County Highway Agency, Approaching Roadway Width: 29.9m (98.1ft), Skew: 39 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 25.6m (84.0ft), Curb-To-Curb Width: 30.5m (100.1ft), Out-to-Out Width: 32.2m (105.6ft) Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, 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: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Underclear: Superior to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2006, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 37C0201, Location: 1.2 Miles w/ o N. First (Lat: 37.391667, Lng: -121.953333), Route carried "on" structure: City street C007, Year Built: 1962, Year Reconstructed: 2006, Status: Open, Structure Length: 8.93m (29.30ft), Average Daily Traffic: 52,921 (year 1998), Truck Traffic: 5%, Average Future Daily Traffic: 63,704 (year 2028), Design Load: HS 20, Features Intersected: MONTAGUE EXPWY, Facility Carried by Structure: Lafyette St./ SPRR Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 6, Lanes under structure: 6, Owner: County Highway Agency, Approaching Roadway Width: 34.1m (111.9ft), Skew: 30 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 5, Length of Maximum Span: 26.5m (86.9ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 1.5m (4.9ft), Curb-To-Curb Width: 33.3m (109.3ft), Out-to-Out Width: 36.2m (118.8ft) Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 58.0 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, Underclear: Superior to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2006, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 37C0213, Location: AT INTERSECTION (Lat: 37.405833, Lng: -121.966944), Route carried "on" structure: City street C361, Year Built: 1976, Status: Open, Structure Length: 9.48m (31.10ft), Average Daily Traffic: 6,938 (year 1978), Truck Traffic: 3%, Average Future Daily Traffic: 10,582 (year 2029), Design Load: HS 20+Mod, Features Intersected: UP RR, AMTRAK, LAFAYETTE, Facility Carried by Structure: TASMAN DR Minimum Vertical Clearance: 7.62m (25.00ft), Kilometerpoint: 0.000, Lanes on structure: 4, Lanes under structure: 4, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 25.6m (84.0ft), Skew: 20 degrees, Material/Design: Concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 3, Length of Maximum Span: 31.4m (103.0ft), Curb or Sidewalk Widths: Left: 1.4m (4.6ft), Right: 1.4m (4.6ft), Curb-To-Curb Width: 21.9m (71.9ft), Out-to-Out Width: 32.9m (107.9ft) Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 87.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 51.7 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 minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2007, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay Find on map >>
Structure Number: 37C0242, Location: W OF SAN TOMAS EXPWY (Lat: 37.345833, Lng: -121.972778), Route carried "on" structure: City street C350, Year Built: 1960, Status: Open, Structure Length: 1.31m (4.30ft), Average Daily Traffic: 5,900 (year 1977), Truck Traffic: 2%, Average Future Daily Traffic: 5,204 (year 2027), Features Intersected: SARATOGA CREEK, Facility Carried by Structure: BENTON ST 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: 2 degrees, Material/Design: Prestressed 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: 1.4m (4.6ft), Right: 1.4m (4.6ft), Curb-To-Curb Width: 19.5m (64.0ft), Out-to-Out Width: 22.4m (73.5ft) Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Channel: Very good, Operating Rating: 53.5 metric tons, Inventory Rating: 32.6 metric tons, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: May 2005, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 37C0243, Location: 0.1 MI E LAWRENCE EXPRESS (Lat: 37.345000, Lng: -121.992778), Route carried "on" structure: City street C350, Year Built: 1960, Year Reconstructed: 1982, Status: Open, Structure Length: 1.16m (3.81ft), Average Daily Traffic: 10,565 (year 1986), Truck Traffic: 3%, Average Future Daily Traffic: 14,814 (year 2027), Features Intersected: CALABAZAS CREEK, Facility Carried by Structure: BENTON ST 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: 4 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.7m (12.1ft), 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: 24.4m (80.1ft) Condition: Channel: Very good, Culverts: Good, Operating Rating: 53.5 metric tons, Inventory Rating: 32.6 metric tons, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: May 2005 Find on map >>
Structure Number: 37C0244, Location: W OF SAN TOMAS EXPWY (Lat: 37.358889, Lng: -121.972778), Route carried "on" structure: City street C352, Status: Open, Structure Length: 1.22m (4.00ft), Average Daily Traffic: 6,859 (year 1986), Truck Traffic: 3%, Average Future Daily Traffic: 7,619 (year 2027), Features Intersected: SARATOGA CREEK, Facility Carried by Structure: CABRILLO AVE Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 14.9m (48.9ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 11.6m (38.1ft), Curb or Sidewalk Widths: Left: 1.3m (4.3ft), Right: 1.2m (3.9ft), Curb-To-Curb Width: 15.0m (49.2ft), Out-to-Out Width: 18.1m (59.4ft) Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 55.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: May 2005, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 37C0245, Location: AT CALABAZAS BLVD (Lat: 37.357778, Lng: -121.983889), Route carried "on" structure: City street C352, Status: Open, Structure Length: 0.79m (2.59ft), Average Daily Traffic: 5,912 (year 1987), Truck Traffic: 3%, Average Future Daily Traffic: 6,772 (year 2027), Features Intersected: CALABAZAS CREEK, Facility Carried by Structure: CABRILLO AVE Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 15.2m (49.9ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 4.0m (13.1ft), Curb or Sidewalk Widths: Left: 1.6m (5.2ft), Right: 1.6m (5.2ft), Curb-To-Curb Width: 15.1m (49.5ft), Out-to-Out Width: 16.4m (53.8ft) Condition: Channel: Very good, Culverts: Good, Operating Rating: 53.5 metric tons, Inventory Rating: 32.6 metric tons, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: May 2005, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 37C0246, Location: NEAR CALABAZAS BLVD (Lat: 37.366944, Lng: -121.986944), Route carried "on" structure: City street C245, Status: Open, Structure Length: 0.98m (3.22ft), Average Daily Traffic: 22,474 (year 1989), Truck Traffic: 5%, Average Future Daily Traffic: 25,397 (year 2027), Features Intersected: CALABAZAS CREEK, Facility Carried by Structure: MONROE ST Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 4, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 20.1m (65.9ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 1, Length of Maximum Span: 6.1m (20.0ft), Curb or Sidewalk Widths: Left: 2.8m (9.2ft), Right: 2.8m (9.2ft), Curb-To-Curb Width: 20.1m (65.9ft), Out-to-Out Width: 25.7m (84.3ft) Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Channel: Excellent, Operating Rating: 53.5 metric tons, Inventory Rating: 32.6 metric tons, 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: May 2005, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 37C0247, Location: NEAR SAN TOMAS EXPWY (Lat: 37.363889, Lng: -121.968889), Route carried "on" structure: City street C245, Year Built: 1966, Status: Open, Structure Length: 1.86m (6.10ft), Average Daily Traffic: 13,000 (year 1986), Truck Traffic: 5%, Average Future Daily Traffic: 15,873 (year 2027), Features Intersected: SAN TOMAS AQUINO CREEK, Facility Carried by Structure: MONROE ST 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: 1 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 17.4m (57.1ft), Curb or Sidewalk Widths: Left: 1.6m (5.2ft), Right: 1.6m (5.2ft), Curb-To-Curb Width: 19.4m (63.6ft), Out-to-Out Width: 23.1m (75.8ft) Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Channel: Excellent, Operating Rating: 57.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: May 2005, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 37C0248, Location: NEAR SAN TOMAS EXPWY (Lat: 37.370000, Lng: -121.967778), Route carried "on" structure: City street C354, Year Built: 1973, Status: Open, Structure Length: 2.71m (8.89ft), Average Daily Traffic: 15,833 (year 1978), Truck Traffic: 3%, Average Future Daily Traffic: 21,024 (year 2027), Features Intersected: SAN TOMAS AQUINO CREEK, Facility Carried by Structure: WALSH AVE Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 4, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 15.2m (49.9ft), Skew: 20 degrees, Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 10.7m (35.1ft), Curb or Sidewalk Widths: Left: 0.8m (2.6ft), Right: 0.8m (2.6ft), Curb-To-Curb Width: 19.5m (64.0ft), Out-to-Out Width: 22.4m (73.5ft) Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Excellent, 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: Better than present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: May 2005, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 37C025, Location: W OF SAN TOMAS EXPWY (Lat: 37.378889, Lng: -121.967778), Route carried "on" structure: City street C355, Year Built: 1973, Status: Open, Structure Length: 2.77m (9.09ft), Average Daily Traffic: 9,201 (year 1977), Truck Traffic: 3%, Average Future Daily Traffic: 10,582 (year 2029), Features Intersected: SAN TOMAS AQUINO CRK, Facility Carried by Structure: SCOTT BLVD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 4, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 24.4m (80.1ft), Skew: 21 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: 0.8m (2.6ft), Right: 0.8m (2.6ft), Curb-To-Curb Width: 19.5m (64.0ft), Out-to-Out Width: 27.2m (89.2ft) Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Channel: Very good, Operating Rating: 58.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 33.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: June 2007, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 37C0251, Location: NEAR AGNEW RD (Lat: 37.388889, Lng: -121.967778), Route carried "on" structure: City street C356, Year Built: 1976, Status: Open, Structure Length: 3.44m (11.29ft), Average Daily Traffic: 9,000 (year 1978), Truck Traffic: 3%, Average Future Daily Traffic: 10,582 (year 2029), Features Intersected: SAN TOMAS AQUINO CR, Facility Carried by Structure: MISSION COL BLVD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 4, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 24.4m (80.1ft), Skew: 20 degrees, Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 11.3m (37.1ft), Curb or Sidewalk Widths: Left: 1.6m (5.2ft), Right: 1.6m (5.2ft), Curb-To-Curb Width: 19.4m (63.6ft), Out-to-Out Width: 28.0m (91.9ft) Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Channel: Very good, Operating Rating: 86.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 51.7 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 desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: June 2007, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 37C0252, Location: W OF LAFYETTE ST (Lat: 37.403889, Lng: -121.972778), Route carried "on" structure: City street C436, Year Built: 1976, Year Reconstructed: 1987, Status: Open, Structure Length: 3.72m (12.20ft), Average Daily Traffic: 6,938 (year 1998), Truck Traffic: 1%, Average Future Daily Traffic: 10,512 (year 2027), Features Intersected: SAN TOMAS AQUINO CREEK, Facility Carried by Structure: TASMAN DR & LRT Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 4, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 30.5m (100.1ft), Skew: 21 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: 1.6m (5.2ft), Curb-To-Curb Width: 23.2m (76.1ft), Out-to-Out Width: 34.1m (111.9ft) Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Channel: Satisfactory, Operating Rating: 84.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 49.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: May 2005, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 37C0289, Location: E OF LAWRENCE EXPWY (Lat: 37.330833, Lng: -121.988889), Route carried "on" structure: City street C176, Year Built: 1962, Status: Open, Structure Length: 1.43m (4.69ft), Average Daily Traffic: 11,760 (year 1977), Truck Traffic: 3%, Average Future Daily Traffic: 15,873 (year 2029), Features Intersected: SARATOGA CREEK, Facility Carried by Structure: PRUNERIDGE 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: 2 degrees, Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 13.7m (44.9ft), Curb or Sidewalk Widths: Left: 1.2m (3.9ft), Right: 1.2m (3.9ft), Curb-To-Curb Width: 19.5m (64.0ft), Out-to-Out Width: 22.6m (74.1ft) Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Channel: Very good, Operating Rating: 51.7 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: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2007, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 37C0307, Location: SHAMROC AV AND RAVIZZA AV (Lat: 37.355833, Lng: -121.972778), Route carried "on" structure: City street , Year Built: 1959, Status: Open, Structure Length: 1.43m (4.69ft), Average Daily Traffic: 1,000 (year 1991), Truck Traffic: 1%, Average Future Daily Traffic: 1,144 (year 2027), Features Intersected: SARATOGA CREEK, Facility Carried by Structure: WARBURTON AVE Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Material/Design: Prestressed concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 13.4m (44.0ft), Curb or Sidewalk Widths: Left: 1.3m (4.3ft), Right: 1.3m (4.3ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 14.9m (48.9ft) Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Channel: Satisfactory, Operating Rating: 53.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present desirable criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: May 2005, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 37C0308, Location: INTERSECTION (Lat: 37.361944, Lng: -121.985833), Route carried "on" structure: City street , Year Built: 1961, Status: Open, Structure Length: 1.22m (4.00ft), Average Daily Traffic: 500 (year 1991), Truck Traffic: 1%, Average Future Daily Traffic: 524 (year 2029), Design Load: HS 15, Features Intersected: CALABAZAS CREEK, Facility Carried by Structure: MACHADO & CALABAZA Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 12.8m (42.0ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 10.4m (34.1ft), Curb or Sidewalk Widths: Left: 1.3m (4.3ft), Right: 1.3m (4.3ft), Curb-To-Curb Width: 12.1m (39.7ft), Out-to-Out Width: 15.2m (49.9ft) Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Channel: Very good, Operating Rating: 49.9 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: Better than present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2007, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 37C0309, Location: INTERSECTION (Lat: 37.353889, Lng: -121.983889), Route carried "on" structure: City street , Year Built: 1958, Status: Open, Structure Length: 1.10m (3.61ft), Average Daily Traffic: 1,000 (year 1991), Truck Traffic: 2%, Average Future Daily Traffic: 1,249 (year 2027), Features Intersected: CALABAZAS CREEK, Facility Carried by Structure: WARBURTON CALABAZA 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: 9.8m (32.2ft), Curb or Sidewalk Widths: Left: 1.2m (3.9ft), Right: 1.2m (3.9ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 14.6m (47.9ft) Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Very good, Operating Rating: 53.5 metric tons, Inventory Rating: 32.6 metric tons, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present desirable criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: May 2005, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 37C0310C, Location: JUST NORTH OF HWY 82 (Lat: 37.351944, Lng: -121.983889), Route carried "on" structure: City street , Year Built: 1975, Status: Open, Structure Length: 0.79m (2.59ft), Average Daily Traffic: 1,000 (year 1991), Truck Traffic: 3%, Average Future Daily Traffic: 1,249 (year 2027), Features Intersected: CALABAZAS CREEK, Facility Carried by Structure: MEDIAN CROSSING 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: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.7m (12.1ft), Curb or Sidewalk Widths: Left: 0.6m (2.0ft), Right: 0.5m (1.6ft), Curb-To-Curb Width: 6.0m (19.7ft), Out-to-Out Width: 7.5m (24.6ft) Condition: Channel: Excellent, Culverts: Very good, Operating Rating: 53.5 metric tons, Inventory Rating: 32.6 metric tons, Structural Evaluation: Equal to present desirable criteria, Deck Geometry: High priority of replacement, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 0.79m (2.59ft), Designated Inspection Frequency: Every 48 months, Inspection Date: May 2005, Bridge Improvement Cost: $71,000, Roadway Improvement Cost: $7,000, Total Project Cost: $107,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 37C0311, Location: 0.15 MI E/O POMEROY (Lat: 37.333889, Lng: -121.985000), Route carried "on" structure: City street , Year Built: 1960, Status: Open, Structure Length: 1.65m (5.41ft), Average Daily Traffic: 1,700 (year 1978), Truck Traffic: 1%, Average Future Daily Traffic: 2,081 (year 2027), Design Load: HS 15, Features Intersected: SARATOGA CREEK, Facility Carried by Structure: FORBES AVE Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 1 degrees, Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 13.4m (44.0ft), Curb or Sidewalk Widths: Left: 1.2m (3.9ft), Right: 1.2m (3.9ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 15.2m (49.9ft) Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Very good, Operating Rating: 55.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: May 2005, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 37C0322, Location: 0.2 MI S MONROE ST (Lat: 37.363889, Lng: -121.987778), Route carried "on" structure: City street C353, Year Built: 1961, Status: Open, Structure Length: 2.10m (6.89ft), Average Daily Traffic: 2,000 (year 1986), Truck Traffic: 4%, Average Future Daily Traffic: 2,539 (year 2027), Features Intersected: CALABAZAS CREEK, Facility Carried by Structure: CALABAZAS BLVD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 4, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 17.4m (57.1ft), Skew: 27 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 10.1m (33.1ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 17.5m (57.4ft), Out-to-Out Width: 22.6m (74.1ft) Condition: Channel: Excellent, Culverts: Good, Operating Rating: 53.5 metric tons, Inventory Rating: 32.6 metric tons, Method Used To Determine Inventory Rating: Load Testing, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: May 2005 Discuss this city on our hugely popular California forum Back to: Santa Clara, CA, California, All US cities.
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