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Bridge Statistics for West Sacramento, California (CA) - Condition, Traffic, Stress, Structural Evaluation, Project CostsBack to: West Sacramento, CA, California, California forum, All US cities. National Bridge Inventory (NBI) Statistics Number of bridges: 54 Total length: 1,082 meters (3,550ft) Total costs: $42,433,000 Total average daily traffic: 1,238,119 Total average daily truck traffic: 126,255 National Bridge Inventory (NBI) Registered Bridges for West Sacramento
Bridge Condition - Deck Bridge Condition - Superstructure Bridge Condition - Substructure Bridge Condition - Channel Find on map >>
Structure Number: 22 0021, Location: 03-YOL-275-13.01-WSAC (Lat: 38.580000, Lng: -121.506667), Route carried "on" structure: State highway 275, Year Built: 1934, Status: Open, Structure Length: 22.49m (73.79ft), Average Daily Traffic: 15,000 (year 2007), Truck Traffic: 4%, Average Future Daily Traffic: 36,064 (year 2029), Design Load: HS 15, Features Intersected: SACRAMENTO RIVER Minimum Vertical Clearance: 4.26m (13.98ft), Kilometerpoint: 13.010, Lanes on structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 22.6m (74.1ft), Skew: 20 degrees, Navigation Control: Yes ( Vertical Clearance: 30.5m (100.1ft), Horizontal Clearance: 52.4m (171.9ft)), Material/Design: Steel, Design/Construction: Movable - Lift, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 7, Length of Maximum Span: 63.7m (209.0ft), Curb or Sidewalk Widths: Left: 1.2m (3.9ft), Right: 1.2m (3.9ft), Curb-To-Curb Width: 15.8m (51.8ft), Out-to-Out Width: 20.9m (68.6ft) Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Satisfactory, Channel: Very good, Operating Rating: 43.5 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: Equal to present minimum criteria, Deck Geometry: High priority of corrective action, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 22.49m (73.79ft), Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: April 2007, Critical Feature Inspection Date: December 2007, Underwater Inspection Date: July 2005, Bridge Improvement Cost: $5,640,000, Roadway Improvement Cost: $564,000, Total Project Cost: $8,461,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 22 0026L, Location: 03-YOL-080-R11.31-WSAC (Lat: 38.598333, Lng: -121.546667), Route carried "on" structure: Interstate 80, Year Built: 1971, Status: Open, Structure Length: 123.44m (404.99ft), Average Daily Traffic: 36,000 (year 1998), Truck Traffic: 10%, Average Future Daily Traffic: 66,976 (year 2029), Design Load: HS 20, Features Intersected: SACRAMENTO RIV,GARDEN HY Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 11.310, Lanes on structure: 3, Lanes under structure: 4, Base Highway Network: Yes (, Subroute: 2), Owner: State Highway Agency, Approaching Roadway Width: 15.5m (50.9ft), Navigation Control: Yes ( Vertical Clearance: 16.7m (54.8ft), Horizontal Clearance: 107.1m (351.4ft)), Material/Design: Steel continuous, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 22, Length of Maximum Span: 112.8m (370.1ft), Curb-To-Curb Width: 14.9m (48.9ft), Out-to-Out Width: 15.5m (50.9ft) Condition: Deck: Poor, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 49.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 24.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Underclear: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 123.44m (404.99ft), Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: October 2007, Critical Feature Inspection Date: June 2007, Underwater Inspection Date: July 2005, Bridge Improvement Cost: $9,567,000, Roadway Improvement Cost: $957,000, Total Project Cost: $14,350,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay Find on map >>
Structure Number: 22 0026R, Location: 03-YOL-080-R11.31-WSAC (Lat: 38.598333, Lng: -121.546667), Route carried "on" structure: Interstate 80, Year Built: 1971, Status: Open, Structure Length: 123.44m (404.99ft), Average Daily Traffic: 36,000 (year 1998), Truck Traffic: 10%, Average Future Daily Traffic: 66,976 (year 2029), Design Load: HS 20, Features Intersected: SACRAMENTO RIV,GARDEN HY Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 11.310, Lanes on structure: 3, Lanes under structure: 4, Base Highway Network: Yes (, Subroute: 2), Owner: State Highway Agency, Approaching Roadway Width: 15.5m (50.9ft), Navigation Control: Yes ( Vertical Clearance: 16.7m (54.8ft), Horizontal Clearance: 107.1m (351.4ft)), Material/Design: Steel continuous, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 22, Length of Maximum Span: 112.8m (370.1ft), Curb-To-Curb Width: 14.9m (48.9ft), Out-to-Out Width: 15.5m (50.9ft) Condition: Deck: Poor, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 49.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 24.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Underclear: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 123.44m (404.99ft), Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: October 2007, Critical Feature Inspection Date: June 2007, Underwater Inspection Date: July 2005, Bridge Improvement Cost: $9,567,000, Roadway Improvement Cost: $957,000, Total Project Cost: $14,350,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay Find on map >>
Structure Number: 22 0102, Location: 03-YOL-050-2.18-WSAC (Lat: 38.576667, Lng: -121.530000), Route carried "on" structure: Interstate 50, Year Built: 1951, Year Reconstructed: 1966, Status: Open, Structure Length: 3.20m (10.50ft), Average Daily Traffic: 97,000 (year 2000), Truck Traffic: 11%, Average Future Daily Traffic: 153,118 (year 2029), Design Load: HS 20, Features Intersected: WESTACRE RD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.180, Lanes on structure: 7, Lanes under structure: 2, Base Highway Network: Yes (, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 45.7m (149.9ft), Skew: 21 degrees, Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 12.5m (41.0ft), Curb-To-Curb Width: 44.4m (145.7ft), Out-to-Out Width: 48.8m (160.1ft) Condition: Deck: Fair, Superstructure: Good, Substructure: Good, Operating Rating: 67.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 40.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2007, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 22 0102S, Location: 03-YOL-050-2.17-WSAC (Lat: 38.576667, Lng: -121.530000), Route carried "on" structure: Ramp State highway 50, Year Built: 1966, Status: Open, Structure Length: 3.14m (10.30ft), Average Daily Traffic: 4,150 (year 1998), Truck Traffic: 4%, Average Future Daily Traffic: 10,268 (year 2029), Design Load: HS 20, Features Intersected: WESTACRE RD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.170, Lanes on structure: 2, Lanes under structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 11.3m (37.1ft), Skew: 1 degrees, Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 11.9m (39.0ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 0.2m (0.7ft), Curb-To-Curb Width: 11.3m (37.1ft), Out-to-Out Width: 11.9m (39.0ft) Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Operating Rating: 79.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 44.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: April 2007, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 22 0103K, Location: 03-YOL-050-2.47-WSAC (Lat: 38.578333, Lng: -121.525000), Route carried "on" structure: Ramp State highway 50, Year Built: 1951, Status: Open, Structure Length: 2.41m (7.91ft), Average Daily Traffic: 5,150 (year 1998), Truck Traffic: 4%, Average Future Daily Traffic: 10,477 (year 2029), Design Load: HS 20, Features Intersected: JEFFERSON BLVD (OLD 84) Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.470, Lanes on structure: 2, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 11.3m (37.1ft), Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 2, Length of Maximum Span: 11.3m (37.1ft), Curb or Sidewalk Widths: Left: 0.6m (2.0ft), Right: 0.6m (2.0ft), Curb-To-Curb Width: 8.7m (28.5ft), Out-to-Out Width: 10.1m (33.1ft) Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Operating Rating: 55.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 27.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 2.41m (7.91ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2007, Bridge Improvement Cost: $292,000, Roadway Improvement Cost: $29,000, Total Project Cost: $438,000, Deck Structure Type: Concrete Cast-file-Place Find on map >>
Structure Number: 22 0106L, Location: 03-YOL-050-2.48-WSAC (Lat: 38.576667, Lng: -121.525000), Route carried "on" structure: Interstate 50, Year Built: 1966, Status: Open, Structure Length: 13.99m (45.90ft), Average Daily Traffic: 48,500 (year 2000), Truck Traffic: 11%, Average Future Daily Traffic: 76,559 (year 2029), Design Load: HS 20+Mod, Features Intersected: JEFFERSON BLVD (OLD 84) Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.480, Lanes on structure: 3, Lanes under structure: 4, Base Highway Network: Yes (, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 15.5m (50.9ft), Skew: 9 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Number Of Approach Spans: 1, Length of Maximum Span: 42.7m (140.1ft), Curb-To-Curb Width: 15.5m (50.9ft), Out-to-Out Width: 16.2m (53.1ft) Condition: Deck: Good, Superstructure: Good, Substructure: 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: Somewhat better than minimum adequacy, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2007, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 22 0106R, Location: 03-YOL-050-2.48-WSAC (Lat: 38.576667, Lng: -121.525000), Route carried "on" structure: Interstate 50, Year Built: 1966, Status: Open, Structure Length: 12.92m (42.39ft), Average Daily Traffic: 48,500 (year 2000), Truck Traffic: 11%, Average Future Daily Traffic: 76,559 (year 2029), Design Load: HS 20+Mod, Features Intersected: JEFFERSON BLVD (OLD 84) Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.480, Lanes on structure: 3, Lanes under structure: 4, Base Highway Network: Yes (, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 15.5m (50.9ft), Skew: 9 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Number Of Approach Spans: 1, Length of Maximum Span: 42.7m (140.1ft), Curb-To-Curb Width: 15.5m (50.9ft), Out-to-Out Width: 16.2m (53.1ft) Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 71.6 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, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2007, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 22 0108, Location: 03-YOL-050-1.2-WSAC (Lat: 38.575000, Lng: -121.561667), Route carried "on" structure: County highway , Year Built: 1969, Status: Open, Structure Length: 8.47m (27.79ft), Average Daily Traffic: 12,000 (year 1998), Truck Traffic: 25%, Average Future Daily Traffic: 12,741 (year 2029), Design Load: HS 20, Features Intersected: U.S. HIGHWAY 50 (I-305), Facility Carried by Structure: HARBOR BLVD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 4, Lanes under structure: 10, Owner: State Highway Agency, Approaching Roadway Width: 24.4m (80.1ft), Skew: 20 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 2, Length of Maximum Span: 42.1m (138.1ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 17.1m (56.1ft), Out-to-Out Width: 20.1m (65.9ft) Condition: Deck: Poor, Superstructure: Very good, Substructure: 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: Somewhat better than minimum adequacy, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2007, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 22 0129S, Location: 03-YOL-050-2.44-WSAC (Lat: 38.576667, Lng: -121.525000), Route carried "on" structure: Ramp State highway 50, Year Built: 1966, Status: Open, Structure Length: 36.27m (119.00ft), Average Daily Traffic: 4,200 (year 1998), Truck Traffic: 4%, Average Future Daily Traffic: 10,370 (year 2029), Design Load: HS 20, Features Intersected: US 50 & JEFFERSON BLVD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.440, Lanes on structure: 2, Lanes under structure: 12, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 9, Length of Maximum Span: 42.7m (140.1ft), Curb-To-Curb Width: 9.8m (32.2ft), Out-to-Out Width: 10.4m (34.1ft) Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Fair, Operating Rating: 79.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 45.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Equal to present minimum criteria, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: April 2007, Critical Feature Inspection Date: June 2007, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 22 0131L, Location: 03-YOL-080-R10.62-WSAC (Lat: 38.585000, Lng: -121.556667), Route carried "on" structure: Interstate 80, Year Built: 1970, Status: Open, Structure Length: 5.30m (17.39ft), Average Daily Traffic: 33,000 (year 1998), Truck Traffic: 10%, Average Future Daily Traffic: 62,185 (year 2029), Design Load: HS 20+Mod, Features Intersected: UP RR, BNSF RY, & AMTRAK Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 10.620, Lanes on structure: 3, Base Highway Network: Yes (, Subroute: 2), Owner: State Highway Agency, Approaching Roadway Width: 15.5m (50.9ft), Skew: 4 degrees, Material/Design: Concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 3, Length of Maximum Span: 21.9m (71.9ft), Curb-To-Curb Width: 15.5m (50.9ft), Out-to-Out Width: 16.2m (53.1ft) Condition: Deck: Fair, Superstructure: Good, Substructure: Good, Operating Rating: 99.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 63.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: December 2007, Deck Structure Type: Concrete Cast-file-Place Find on map >>
Structure Number: 22 0131R, Location: 03-YOL-080-R10.63-WSAC (Lat: 38.585000, Lng: -121.556667), Route carried "on" structure: Interstate 80, Year Built: 1970, Status: Open, Structure Length: 5.30m (17.39ft), Average Daily Traffic: 25,300 (year 1997), Truck Traffic: 10%, Average Future Daily Traffic: 105,398 (year 2029), Design Load: HS 20+Mod, Features Intersected: UP RR, BNSF RY, & AMTRAK Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 10.630, Lanes on structure: 3, Base Highway Network: Yes (, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 15.5m (50.9ft), Skew: 4 degrees, Material/Design: Concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 3, Length of Maximum Span: 21.9m (71.9ft), Curb-To-Curb Width: 15.5m (50.9ft), Out-to-Out Width: 16.2m (53.1ft) Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 99.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 61.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: December 2007, Deck Structure Type: Concrete Cast-file-Place Find on map >>
Structure Number: 22 0140R, Location: 03-YOL-080-R9.86-WSAC (Lat: 38.576667, Lng: -121.563333), Route carried "on" structure: Interstate 80, Year Built: 1969, Status: Open, Structure Length: 12.16m (39.90ft), Average Daily Traffic: 70,000 (year 2001), Truck Traffic: 9%, Average Future Daily Traffic: 95,527 (year 2029), Design Load: HS 20, Features Intersected: U.S. HIGHWAY 50 (I-305) Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 9.860, Lanes on structure: 2, Lanes under structure: 8, Base Highway Network: Yes (, Subroute: 2), Owner: State Highway Agency, Approaching Roadway Width: 11.9m (39.0ft), Skew: 9 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 2, Number Of Approach Spans: 2, Length of Maximum Span: 47.9m (157.2ft), Curb-To-Curb Width: 11.9m (39.0ft), Out-to-Out Width: 12.5m (41.0ft) Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Operating Rating: 99.8 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: 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: April 2007, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 22 0141F, Location: 03-YOL-080-R10.02-WSAC (Lat: 38.576667, Lng: -121.561667), Route carried "on" structure: Ramp Interstate 80, Year Built: 1969, Status: Open, Structure Length: 48.04m (157.61ft), Average Daily Traffic: 8,000 (year 1998), Truck Traffic: 9%, Average Future Daily Traffic: 12,572 (year 2029), Design Load: HS 20+Mod, Features Intersected: I 80, US 50,W CAPITOL AV Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 10.020, Lanes on structure: 2, Lanes under structure: 18, Base Highway Network: Yes (, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Skew: 9 degrees, Material/Design: Concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 14, Length of Maximum Span: 36.6m (120.1ft), Curb-To-Curb Width: 9.8m (32.2ft), Out-to-Out Width: 10.4m (34.1ft) Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 73.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 45.3 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 desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2007, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 22 0142L, Location: 03-YOL-080-R10.16-WSAC (Lat: 38.578333, Lng: -121.560000), Route carried "on" structure: Interstate 80, Year Built: 1969, Status: Open, Structure Length: 5.12m (16.80ft), Average Daily Traffic: 33,000 (year 1998), Truck Traffic: 10%, Average Future Daily Traffic: 62,185 (year 2029), Design Load: HS 20, Features Intersected: W CAPITOL AVE Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 10.160, Lanes on structure: 3, Lanes under structure: 4, Base Highway Network: Yes (, Subroute: 2), Owner: State Highway Agency, Approaching Roadway Width: 15.5m (50.9ft), Skew: 3 degrees, Material/Design: Concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 2, Length of Maximum Span: 26.5m (86.9ft), Curb-To-Curb Width: 15.5m (50.9ft), Out-to-Out Width: 16.2m (53.1ft) Condition: Deck: Fair, Superstructure: Good, Substructure: Good, Operating Rating: 76.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 45.3 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 desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: December 2007, Deck Structure Type: Concrete Cast-file-Place Find on map >>
Structure Number: 22 0142R, Location: 03-YOL-080-R10.16-WSAC (Lat: 38.578333, Lng: -121.560000), Route carried "on" structure: Interstate 80, Year Built: 1969, Status: Open, Structure Length: 5.27m (17.29ft), Average Daily Traffic: 33,000 (year 1998), Truck Traffic: 10%, Average Future Daily Traffic: 62,185 (year 2029), Design Load: HS 20, Features Intersected: W CAPITOL AVE Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 10.160, Lanes on structure: 3, Lanes under structure: 4, Base Highway Network: Yes (, Subroute: 2), Owner: State Highway Agency, Approaching Roadway Width: 17.1m (56.1ft), Skew: 3 degrees, Material/Design: Concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 2, Length of Maximum Span: 26.5m (86.9ft), Curb-To-Curb Width: 16.9m (55.4ft), Out-to-Out Width: 17.5m (57.4ft) Condition: Deck: Fair, 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: Equal to present minimum criteria, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: December 2007, Deck Structure Type: Concrete Cast-file-Place Find on map >>
Structure Number: 22 0149L, Location: 03-YOL-080-R11.21-WSAC (Lat: 38.591667, Lng: -121.551667), Route carried "on" structure: Interstate 80, Year Built: 1970, Status: Open, Structure Length: 4.97m (16.31ft), Average Daily Traffic: 36,000 (year 1998), Truck Traffic: 10%, Average Future Daily Traffic: 66,976 (year 2029), Design Load: HS 20+Mod, Features Intersected: SR 84 (REED AVE) Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 11.210, Lanes on structure: 4, Lanes under structure: 4, Base Highway Network: Yes (, Subroute: 2), Owner: State Highway Agency, Approaching Roadway Width: 14.9m (48.9ft), Skew: 2 degrees, Material/Design: Concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 2, Length of Maximum Span: 25.9m (85.0ft), Curb-To-Curb Width: 23.4m (76.8ft), Out-to-Out Width: 24.0m (78.7ft) Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 99.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 63.5 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: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2007, Deck Structure Type: Concrete Cast-file-Place Find on map >>
Structure Number: 22 0149R, Location: 03-YOL-080-R11.22-WSAC (Lat: 38.591667, Lng: -121.550000), Route carried "on" structure: Interstate 80, Year Built: 1970, Status: Open, Structure Length: 4.97m (16.31ft), Average Daily Traffic: 36,000 (year 1998), Truck Traffic: 10%, Average Future Daily Traffic: 66,976 (year 2029), Design Load: HS 20+Mod, Features Intersected: SR 84 (REED AVE) Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 11.220, Lanes on structure: 4, Lanes under structure: 4, Base Highway Network: Yes (, Subroute: 2), Owner: State Highway Agency, Approaching Roadway Width: 15.5m (50.9ft), Skew: 2 degrees, Material/Design: Concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 2, Length of Maximum Span: 25.9m (85.0ft), Curb-To-Curb Width: 20.2m (66.3ft), Out-to-Out Width: 20.8m (68.2ft) Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 99.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 63.5 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 desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2007, Deck Structure Type: Concrete Cast-file-Place Find on map >>
Structure Number: 22C0015, Location: 03-YOL-000-0-WSAC (Lat: 38.581194, Lng: -121.511611), Route carried "on" structure: City street , Year Built: 1952, Status: Open, Structure Length: 1.37m (4.49ft), Average Daily Traffic: 25 (year 2006), Truck Traffic: 25%, Average Future Daily Traffic: 50 (year 2025), Design Load: HS 20, Features Intersected: 3RD STREET, Facility Carried by Structure: RALEY FIELD ROAD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 4 degrees, Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 12.8m (42.0ft), Curb or Sidewalk Widths: Left: 0.6m (2.0ft), Right: 0.6m (2.0ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.8m (28.9ft) Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Operating Rating: 99.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 59.9 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 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: 22C0153, Location: AT SACRAMENTO CO. LINE (Lat: 38.586944, Lng: -121.506944), Route carried "on" structure: City street F014, Year Built: 1911, Status: Open, Structure Length: 26.03m (85.40ft), Average Daily Traffic: 7,364 (year 2000), Truck Traffic: 8%, Average Future Daily Traffic: 15,456 (year 2029), Features Intersected: SACRAMENTO,UP,BNSF,AMTRA, Facility Carried by Structure: "I" STREET Minimum Vertical Clearance: 4.52m (14.83ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: Railroad, Approaching Roadway Width: 5.5m (18.0ft), Navigation Control: Yes ( Vertical Clearance: 6.1m (20.0ft), Horizontal Clearance: 50.0m (164.0ft)), Material/Design: Steel, Design/Construction: Movable - Swing, Number Of Spans In Main Unit: 4, Length of Maximum Span: 59.4m (194.9ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 5.5m (18.0ft), Out-to-Out Width: 8.5m (27.9ft) Condition: Deck: Fair, Superstructure: Fair, Substructure: Good, Channel: Satisfactory, Operating Rating: 99.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 58.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: High priority of replacement, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Somewhat better than minimum adequacy, Length Of Structure Improvement: 26.03m (85.40ft), Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: January 2008, Underwater Inspection Date: July 2005, Bridge Improvement Cost: $1,106,000, Roadway Improvement Cost: $111,000, Total Project Cost: $1,659,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 22C0154, Location: 03-YOL-014-0-WSAC (Lat: 38.586944, Lng: -121.508889), Route carried "on" structure: City street F014, Year Built: 1958, Status: Open, Structure Length: 16.80m (55.12ft), Average Daily Traffic: 7,364 (year 2000), Truck Traffic: 8%, Average Future Daily Traffic: 15,456 (year 2029), Design Load: H 20, Features Intersected: UP RR,BNSF RY,AMTRAK,2ND, Facility Carried by Structure: C STREET Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 11, Length of Maximum Span: 16.5m (54.1ft), Curb or Sidewalk Widths: Left: 1.2m (3.9ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 5.5m (18.0ft), Out-to-Out Width: 9.5m (31.2ft) Condition: Deck: Serious, Superstructure: Fair, Substructure: Fair, Operating Rating: 51.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: High priority of replacement, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 16.86m (55.31ft), Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: January 2008, Critical Feature Inspection Date: November 1995, Bridge Improvement Cost: $801,000, Roadway Improvement Cost: $80,000, Total Project Cost: $1,201,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 22C0158, Location: 0.67 MI N OF JEFFERSON BL (Lat: 38.560944, Lng: -121.539000), Route carried "on" structure: City street , Year Built: 1997, Status: Open, Structure Length: 16.54m (54.27ft), Average Daily Traffic: 5,000 (year 2004), Truck Traffic: 6%, Average Future Daily Traffic: 7,728 (year 2029), Design Load: HS 20+Mod, Features Intersected: DEEP WATER CANAL & RR, Facility Carried by Structure: INDUSTRIAL BLVD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 4, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 20.0m (65.6ft), Skew: 9 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 4, Length of Maximum Span: 42.1m (138.1ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 1.7m (5.6ft), Curb-To-Curb Width: 19.5m (64.0ft), Out-to-Out Width: 22.0m (72.2ft) Condition: Deck: Fair, Superstructure: Very good, Substructure: Good, Channel: Excellent, Operating Rating: 54.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Better than present minimum criteria, Underclear: Superior to present desirable criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: January 2008, Underwater Inspection Date: September 2005, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 22C0162, Location: 0.4 mile South of I-80 (Lat: 38.571333, Lng: -121.578361), Route carried "on" structure: City street , Year Built: 1976, Status: Open, Structure Length: 1.06m (3.48ft), Average Daily Traffic: 19,396 (year 2002), Truck Traffic: 20%, Average Future Daily Traffic: 25,760 (year 2029), Design Load: HS 20+Mod, Features Intersected: LAKE WASHINGTON, Facility Carried by Structure: ENTERPRISE BLVD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 4, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 15.0m (49.2ft), Material/Design: Prestressed concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 9.9m (32.5ft), Curb or Sidewalk Widths: Left: 1.8m (5.9ft), Right: 1.8m (5.9ft), Curb-To-Curb Width: 14.9m (48.9ft), Out-to-Out Width: 18.5m (60.7ft) Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Channel: Very good, Operating Rating: 62.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 36.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: High priority of replacement, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2008, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 22C0168L, Location: 0.2 MI SOUTH OF STONE ST (Lat: 38.561139, Lng: -121.528889), Route carried "on" structure: City street , Year Built: 2005, Status: Open, Structure Length: 4.70m (15.42ft), Average Daily Traffic: 8,050 (year 1997), Truck Traffic: 7%, Average Future Daily Traffic: 26,687 (year 2029), Design Load: HS 20+Mod, Features Intersected: DEEP WATER CANAL, Facility Carried by Structure: SB JEFFERSON BLVD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Skew: 2 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 45.5m (149.3ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 0.0m, Curb-To-Curb Width: 10.8m (35.4ft), Out-to-Out Width: 13.0m (42.7ft) Condition: Deck: Satisfactory, Superstructure: Very 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: Equal to present desirable 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: January 2008, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 22C0168R, Location: 0.2 MI SOUTH OF STONE ST (Lat: 38.561111, Lng: -121.528889), Route carried "on" structure: City street , Year Built: 1960, Year Reconstructed: 2005, Status: Open, Structure Length: 5.36m (17.59ft), Average Daily Traffic: 8,050 (year 1997), Truck Traffic: 7%, Average Future Daily Traffic: 25,760 (year 2029), Design Load: HS 20+Mod, Features Intersected: DEEP WATER CANAL, Facility Carried by Structure: NB JEFFERSON BLVD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Navigation Control: Yes ( Vertical Clearance: 5.5m (18.0ft), Horizontal Clearance: 26.2m (86.0ft)), Material/Design: Steel, Design/Construction: Truss - Thru, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 1, Length of Maximum Span: 38.6m (126.6ft), Curb-To-Curb Width: 8.0m (26.2ft), Out-to-Out Width: 14.6m (47.9ft) Condition: Deck: Good, Superstructure: Good, Substructure: 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: High priority of replacement, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 5.36m (17.59ft), Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: January 2008, Bridge Improvement Cost: $939,000, Roadway Improvement Cost: $94,000, Total Project Cost: $1,409,000, Deck Structure Type: Concrete Cast-file-Place Find on map >>
Structure Number: 22C0173, Location: 03-YOL-000-0-WSAC (Lat: 38.581528, Lng: -121.511972), Route carried "on" structure: City street , Year Built: 1953, Status: Open, Structure Length: 1.25m (4.10ft), Average Daily Traffic: 10,300 (year 1998), Truck Traffic: 4%, Average Future Daily Traffic: 34,408 (year 2029), Design Load: H 20, Features Intersected: 3RD STREET, Facility Carried by Structure: TOWER BR GATEWAY Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 4, Lanes under structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 22.6m (74.1ft), Skew: 22 degrees, Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 11.3m (37.1ft), Curb or Sidewalk Widths: Left: 0.6m (2.0ft), Right: 0.6m (2.0ft), Curb-To-Curb Width: 20.1m (65.9ft), Out-to-Out Width: 25.2m (82.7ft) Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 43.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 25.9 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: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.25m (4.10ft), Designated Inspection Frequency: Every 24 months, Inspection Date: January 2008, Bridge Improvement Cost: $377,000, Roadway Improvement Cost: $38,000, Total Project Cost: $565,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 22C0174, Location: JUST SOUTH OF BLACKER RD (Lat: 38.540778, Lng: -121.548333), Route carried "on" structure: City street , Year Built: 2005, Status: Open, Structure Length: 0.98m (3.22ft), Average Daily Traffic: 6,100 (year 1997), Truck Traffic: 7%, Average Future Daily Traffic: 15,456 (year 2029), Design Load: HS 20+Mod, Features Intersected: MORTON BLACKER CANAL, Facility Carried by Structure: JEFFERSON BLVD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 4, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 24.5m (80.4ft), Skew: 1 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.4m (11.2ft), Curb-To-Curb Width: 24.0m (78.7ft), Out-to-Out Width: 28.0m (91.9ft) Condition: Channel: Very good, Culverts: 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: Equal to present desirable criteria, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2008 Find on map >>
Structure Number: 22 0026L, Location: 03-YOL-080-R11.31-WSAC (Lat: 38.598333, Lng: -121.546667), Route carried "under" structure: County highway F014, Year Built: 1971, Structure Length: 123.44m (404.99ft), Average Daily Traffic: 500 (year 2005), Truck Traffic: 15%, Features Intersected: SACRAMENTO RIV,GARDEN HY, Facility Carried by Structure: INTERSTATE 80 Minimum Vertical Clearance: 14.63m (48.00ft), Kilometerpoint: 0.000, Lanes on structure: 3, Lanes under structure: 4, Material/Design: Steel continuous, Design/Construction: Box Beam or Girders - Multiple, Length of Maximum Span: 112.8m (370.1ft) Find on map >>
Structure Number: 22 0026R, Location: 03-YOL-080-R11.31-WSAC (Lat: 38.598333, Lng: -121.546667), Route carried "under" structure: County highway F014, Year Built: 1971, Structure Length: 123.44m (404.99ft), Average Daily Traffic: 500 (year 2005), Truck Traffic: 15%, Features Intersected: SACRAMENTO RIV,GARDEN HY, Facility Carried by Structure: INTERSTATE 80 Minimum Vertical Clearance: 14.63m (48.00ft), Kilometerpoint: 0.000, Lanes on structure: 3, Lanes under structure: 4, Material/Design: Steel continuous, Design/Construction: Box Beam or Girders - Multiple, Length of Maximum Span: 112.8m (370.1ft) Find on map >>
Structure Number: 22 0102, Location: 03-YOL-050-2.18-WSAC (Lat: 38.576667, Lng: -121.530000), Route carried "under" structure: City street F057, Year Built: 1951, Structure Length: 3.20m (10.50ft), Average Daily Traffic: 5,000 (year 1998), Truck Traffic: 5%, Features Intersected: WESTACRE RD, Facility Carried by Structure: US HWY 50 (I-305) Minimum Vertical Clearance: 0.46m (1.51ft), Kilometerpoint: 0.000, Lanes on structure: 7, Lanes under structure: 2, Material/Design: Concrete continuous, Design/Construction: Slab, Length of Maximum Span: 12.5m (41.0ft) Find on map >>
Structure Number: 22 0102S, Location: 03-YOL-050-2.17-WSAC (Lat: 38.576667, Lng: -121.530000), Route carried "under" structure: City street F057, Year Built: 1966, Structure Length: 3.14m (10.30ft), Average Daily Traffic: 1,500 (year 1998), Truck Traffic: 5%, Features Intersected: WESTACRE RD, Facility Carried by Structure: US 50 (I-305) OFF Minimum Vertical Clearance: 4.67m (15.32ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Concrete continuous, Design/Construction: Slab, Length of Maximum Span: 11.9m (39.0ft) Find on map >>
Structure Number: 22 0103K, Location: 03-YOL-050-2.47-WSAC (Lat: 38.578333, Lng: -121.525000), Route carried "under" structure: City street , Year Built: 1951, Structure Length: 2.41m (7.91ft), Average Daily Traffic: 18,400 (year 2001), Truck Traffic: 20%, Features Intersected: JEFFERSON BLVD (OLD 84), Facility Carried by Structure: TOWER BR GTWY-W50 Minimum Vertical Clearance: 4.72m (15.49ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Concrete continuous, Design/Construction: Slab, Length of Maximum Span: 11.3m (37.1ft) Find on map >>
Structure Number: 22 0106L, Location: 03-YOL-050-2.48-WSAC (Lat: 38.576667, Lng: -121.525000), Route carried "under" structure: City street , Year Built: 1966, Structure Length: 13.99m (45.90ft), Average Daily Traffic: 9,850 (year 1997), Truck Traffic: 4%, Features Intersected: JEFFERSON BLVD (OLD 84), Facility Carried by Structure: US 50 (I-305) WB Minimum Vertical Clearance: 6.35m (20.83ft), Kilometerpoint: 0.000, Lanes on structure: 3, Lanes under structure: 4, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 42.7m (140.1ft) Find on map >>
Structure Number: 22 0106R, Location: 03-YOL-050-2.48-WSAC (Lat: 38.576667, Lng: -121.525000), Route carried "under" structure: City street , Year Built: 1966, Structure Length: 12.92m (42.39ft), Average Daily Traffic: 9,850 (year 1997), Truck Traffic: 4%, Features Intersected: JEFFERSON BLVD (OLD 84), Facility Carried by Structure: US 50 (I-305) EB Minimum Vertical Clearance: 4.88m (16.01ft), Kilometerpoint: 0.000, Lanes on structure: 3, Lanes under structure: 4, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 42.7m (140.1ft) Find on map >>
Structure Number: 22 0108, Location: 03-YOL-050-1.2-WSAC (Lat: 38.575000, Lng: -121.561667), Route carried "under" structure: Interstate 50, Year Built: 1969, Structure Length: 8.47m (27.79ft), Average Daily Traffic: 97,000 (year 2000), Truck Traffic: 11%, Features Intersected: U.S. HIGHWAY 50 (I-305), Facility Carried by Structure: HARBOR BLVD Minimum Vertical Clearance: 5.05m (16.57ft), Kilometerpoint: 0.012, Lanes on structure: 4, Lanes under structure: 10, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Length of Maximum Span: 42.1m (138.1ft) Find on map >>
Structure Number: 22 0129S, Location: 03-YOL-050-2.44-WSAC (Lat: 38.576667, Lng: -121.525000), Route carried "under" structure: Interstate 50, Year Built: 1966, Structure Length: 36.27m (119.00ft), Average Daily Traffic: 97,000 (year 2000), Truck Traffic: 11%, Features Intersected: US 50 & JEFFERSON BLVD Minimum Vertical Clearance: 4.98m (16.34ft), Kilometerpoint: 0.246, Lanes on structure: 2, Lanes under structure: 8, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 42.7m (140.1ft) Find on map >>
Structure Number: 22 0129S, Location: 03-YOL-050-2.44-WSAC (Lat: 38.576667, Lng: -121.525000), Route carried "under" structure: City street , Year Built: 1966, Structure Length: 36.27m (119.00ft), Average Daily Traffic: 20,200 (year 1998), Truck Traffic: 4%, Features Intersected: US 50 & JEFFERSON BLVD, Facility Carried by Structure: E50-TOWER BR GTWY Minimum Vertical Clearance: 12.19m (39.99ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 42.7m (140.1ft) Find on map >>
Structure Number: 22 0140R, Location: 03-YOL-080-R9.86-WSAC (Lat: 38.576667, Lng: -121.563333), Route carried "under" structure: Interstate 50, Year Built: 1969, Structure Length: 12.16m (39.90ft), Average Daily Traffic: 47,600 (year 1997), Truck Traffic: 11%, Features Intersected: U.S. HIGHWAY 50 (I-305), Facility Carried by Structure: INTERSTATE 80 EB Minimum Vertical Clearance: 5.23m (17.16ft), Kilometerpoint: 0.035, Lanes on structure: 2, Lanes under structure: 8, Material/Design: Prestressed concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Length of Maximum Span: 47.9m (157.2ft) Find on map >>
Structure Number: 22 0141F, Location: 03-YOL-080-R10.02-WSAC (Lat: 38.576667, Lng: -121.561667), Route carried "under" structure: Interstate 80, Year Built: 1969, Structure Length: 48.04m (157.61ft), Average Daily Traffic: 51,000 (year 1998), Truck Traffic: 9%, Features Intersected: I 80, US 50,W CAPITOL AV Minimum Vertical Clearance: 5.21m (17.09ft), Kilometerpoint: 1.002, Lanes on structure: 2, Lanes under structure: 6, Material/Design: Concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Length of Maximum Span: 36.6m (120.1ft) Find on map >>
Structure Number: 22 0141F, Location: 03-YOL-080-R10.02-WSAC (Lat: 38.576667, Lng: -121.561667), Route carried "under" structure: Interstate 50, Year Built: 1969, Structure Length: 48.04m (157.61ft), Average Daily Traffic: 97,000 (year 2000), Truck Traffic: 11%, Features Intersected: I 80, US 50,W CAPITOL AV Minimum Vertical Clearance: 7.92m (25.98ft), Kilometerpoint: 0.046, Lanes on structure: 2, Lanes under structure: 8, Material/Design: Concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Length of Maximum Span: 36.6m (120.1ft) Find on map >>
Structure Number: 22 0141F, Location: 03-YOL-080-R10.02-WSAC (Lat: 38.576667, Lng: -121.561667), Route carried "under" structure: City street F044, Year Built: 1969, Structure Length: 48.04m (157.61ft), Average Daily Traffic: 4,500 (year 1998), Truck Traffic: 20%, Features Intersected: I 80, US 50,W CAPITOL AV, Facility Carried by Structure: W80-E50 CONNECTOR Minimum Vertical Clearance: 5.82m (19.09ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Length of Maximum Span: 36.6m (120.1ft) Find on map >>
Structure Number: 22 0142L, Location: 03-YOL-080-R10.16-WSAC (Lat: 38.578333, Lng: -121.560000), Route carried "under" structure: City street , Year Built: 1969, Structure Length: 5.12m (16.80ft), Average Daily Traffic: 10,000 (year 2007), Truck Traffic: 15%, Features Intersected: W CAPITOL AVE, Facility Carried by Structure: INTERSTATE 80 Minimum Vertical Clearance: 4.86m (15.94ft), Kilometerpoint: 0.000, Lanes on structure: 3, Lanes under structure: 4, Material/Design: Concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Length of Maximum Span: 26.5m (86.9ft) Find on map >>
Structure Number: 22 0142R, Location: 03-YOL-080-R10.16-WSAC (Lat: 38.578333, Lng: -121.560000), Route carried "under" structure: City street , Year Built: 1969, Structure Length: 5.27m (17.29ft), Average Daily Traffic: 10,000 (year 2007), Truck Traffic: 15%, Features Intersected: W CAPITOL AVE, Facility Carried by Structure: INTERSTATE 80 Minimum Vertical Clearance: 5.67m (18.60ft), Kilometerpoint: 0.000, Lanes on structure: 3, Lanes under structure: 4, Material/Design: Concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Length of Maximum Span: 26.5m (86.9ft) Find on map >>
Structure Number: 22 0149L, Location: 03-YOL-080-R11.21-WSAC (Lat: 38.591667, Lng: -121.551667), Route carried "under" structure: State highway 84, Year Built: 1970, Structure Length: 4.97m (16.31ft), Average Daily Traffic: 16,200 (year 1998), Truck Traffic: 20%, Features Intersected: SR 84 (REED AVE), Facility Carried by Structure: INTERSTATE 80 Minimum Vertical Clearance: 0.50m (1.64ft), Kilometerpoint: 2.404, Lanes on structure: 4, Lanes under structure: 4, Material/Design: Concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Length of Maximum Span: 25.9m (85.0ft) Find on map >>
Structure Number: 22 0149R, Location: 03-YOL-080-R11.22-WSAC (Lat: 38.591667, Lng: -121.550000), Route carried "under" structure: State highway 84, Year Built: 1970, Structure Length: 4.97m (16.31ft), Average Daily Traffic: 16,200 (year 1998), Truck Traffic: 15%, Features Intersected: SR 84 (REED AVE), Facility Carried by Structure: INTERSTATE 80 EB Minimum Vertical Clearance: 5.79m (19.00ft), Kilometerpoint: 2.404, Lanes on structure: 4, Lanes under structure: 4, Material/Design: Concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Length of Maximum Span: 25.9m (85.0ft) Find on map >>
Structure Number: 22C0013, Location: 03-YOL-052-0-WSAC (Lat: 38.581278, Lng: -121.511389), Route carried "under" structure: City street F052, Year Built: 1951, Structure Length: 1.28m (4.20ft), Average Daily Traffic: 1,190 (year 1998), Truck Traffic: 3%, Features Intersected: YOLO SHORTLINE RR SPUR, Facility Carried by Structure: 3RD STREET Minimum Vertical Clearance: 4.67m (15.32ft), Kilometerpoint: 0.000, Lanes under structure: 2, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 11.6m (38.1ft) Find on map >>
Structure Number: 22C0015, Location: 03-YOL-000-0-WSAC (Lat: 38.581194, Lng: -121.511611), Route carried "under" structure: City street F052, Year Built: 1952, Structure Length: 1.37m (4.49ft), Average Daily Traffic: 1,190 (year 1998), Truck Traffic: 3%, Features Intersected: 3RD STREET, Facility Carried by Structure: RALEY FIELD ROAD Minimum Vertical Clearance: 4.54m (14.90ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Concrete, Design/Construction: Slab, Length of Maximum Span: 12.8m (42.0ft) Find on map >>
Structure Number: 22C002, Location: OVER WEST CAPITOL AVE (Lat: 38.582778, Lng: -121.516944), Route carried "under" structure: City street F044, Year Built: 1925, Structure Length: 1.22m (4.00ft), Average Daily Traffic: 9,279 (year 1981), Truck Traffic: 2%, Features Intersected: YOLO SHORTLINE RR, Facility Carried by Structure: WEST CAPITOL AVE Minimum Vertical Clearance: 4.19m (13.75ft), Kilometerpoint: 0.000, Lanes under structure: 2, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 11.0m (36.1ft) Find on map >>
Structure Number: 22C0042, Location: 500 FT S/O Sacramento St. (Lat: 38.587778, Lng: -121.512778), Route carried "under" structure: City street F050, Year Built: 1963, Structure Length: 2.29m (7.51ft), Average Daily Traffic: 7,921 (year 1981), Truck Traffic: 3%, Features Intersected: UP RR, BNSF RY, & AMTRAK, Facility Carried by Structure: 5TH STREET Minimum Vertical Clearance: 4.55m (14.93ft), Kilometerpoint: 0.000, Lanes under structure: 4, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 11.6m (38.1ft) Find on map >>
Structure Number: 22C0169, Location: 1 MI N OF W CAPITOL AVE (Lat: 38.588333, Lng: -121.526944), Route carried "under" structure: City street , Year Built: 1982, Structure Length: 3.63m (11.91ft), Average Daily Traffic: 19,500 (year 1997), Truck Traffic: 3%, Features Intersected: JEFFERSON BLVD, Facility Carried by Structure: UPRR, BNSF, AMTRAK Minimum Vertical Clearance: 0.47m (1.54ft), Kilometerpoint: 0.000, Lanes under structure: 4, Material/Design: Prestressed concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Length of Maximum Span: 17.7m (58.1ft) Find on map >>
Structure Number: 22C017, Location: 0.3 MI E OF HARBOR BLVD (Lat: 38.591333, Lng: -121.542472), Route carried "under" structure: City street , Year Built: 1973, Structure Length: 7.92m (25.98ft), Average Daily Traffic: 10,400 (year 1997), Truck Traffic: 5%, Features Intersected: REED AVENUE, Facility Carried by Structure: YOLO SHORTLINE RR Minimum Vertical Clearance: 4.67m (15.32ft), Kilometerpoint: 0.000, Lanes under structure: 4, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 39.9m (130.9ft) Find on map >>
Structure Number: 22C0172, Location: 0.4 MI WEST OF TOWER BR (Lat: 38.581972, Lng: -121.515389), Route carried "under" structure: City street , Year Built: 1952, Structure Length: 3.54m (11.61ft), Average Daily Traffic: 10,300 (year 1998), Truck Traffic: 4%, Features Intersected: TOWER BRIDGE GATEWAY, Facility Carried by Structure: YOLO SHORTLINE RR Minimum Vertical Clearance: 4.55m (14.93ft), Kilometerpoint: 0.000, Lanes under structure: 4, Material/Design: Steel, Design/Construction: Girder and Floorbeam System, Length of Maximum Span: 19.2m (63.0ft) Find on map >>
Structure Number: 22C0173, Location: 03-YOL-000-0-WSAC (Lat: 38.581528, Lng: -121.511972), Route carried "under" structure: City street , Year Built: 1953, Structure Length: 1.25m (4.10ft), Average Daily Traffic: 1,190 (year 1998), Truck Traffic: 5%, Features Intersected: 3RD STREET, Facility Carried by Structure: TOWER BR GATEWAY Minimum Vertical Clearance: 0.49m (1.61ft), Kilometerpoint: 0.000, Lanes on structure: 4, Lanes under structure: 2, Material/Design: Concrete, Design/Construction: Slab, Length of Maximum Span: 11.3m (37.1ft) Find on map >>
Structure Number: 22C0175, Location: .35 MI SOUTH OF REED AVE (Lat: 38.587000, Lng: -121.546444), Route carried "under" structure: City street , Year Built: 1996, Structure Length: 5.02m (16.47ft), Average Daily Traffic: 12,400 (year 1999), Truck Traffic: 3%, Features Intersected: HARBOR BOULEVARD, Facility Carried by Structure: SP RAILROAD Minimum Vertical Clearance: 4.67m (15.32ft), Kilometerpoint: 0.000, Lanes under structure: 4, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Length of Maximum Span: 15.5m (50.9ft) Discuss this city on our hugely popular California forum Back to: West Sacramento, CA, California, All US cities.
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