Bridge Statistics for Fremont, California (CA)
Condition, Traffic, Stress, Structural Evaluation, Project Costs

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Structure Number: 33 0003,  Location: 04-ALA-238-3.46-FMT (Lat: 37.574550,  Lng: -121.969506),  Route carried "on" structure: State highway 238,  Year Built: 1937,  Year Reconstructed: 2006,  Status: Open,  Structure Length: 13.20m (43.31ft),  Average Daily Traffic: 98,000 (year 2010),  Truck Traffic: 6%,  Average Future Daily Traffic: 183,587 (year 2042),  Design Load: HS 15,  Features Intersected: ALAMEDA CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.460,  Lanes on structure: 6,  Base Highway Network: Yes (Inventory Route: 2,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 25.9m (85.0ft),  Skew: 23 degrees,  Material/Design: Concrete continuous,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 11,  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: 25.9m (85.0ft),  Out-to-Out Width: 31.5m (103.3ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  Channel: Very good,  Operating Rating: 44.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 26.9 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,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 13.20m (43.31ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2022,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 33 0036,  Location: 04-ALA-084-13.33 (Lat: 37.598819,  Lng: -121.939689),  Route carried "on" structure: State highway 84,  Year Built: 1928,  Status: Open,  Structure Length: 10.18m (33.40ft),  Average Daily Traffic: 14,000 (year 2010),  Truck Traffic: 8%,  Average Future Daily Traffic: 34,237 (year 2043),  Design Load: H 15,  Features Intersected: ALAMEDA CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 13.330,  Lanes on structure: 2,  Base Highway Network: Yes (,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Skew: 3 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Number Of Approach Spans: 4,  Length of Maximum Span: 24.7m (81.0ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 8.7m (28.5ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Good,  Channel: Good,  Operating Rating: 27.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 16.5 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Meets minimum limits,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 24 months,  Inspection Date: August 2021,  Critical Feature Inspection Date: April 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 33 0051L,  Location: 04-ALA-080-R7.20-ALB (Lat: 37.886003,  Lng: -122.309033),  Route carried "on" structure: Interstate 80,  Year Built: 1960,  Year Reconstructed: 1998,  Status: Open,  Structure Length: 65.32m (214.30ft),  Average Daily Traffic: 271,000 (year 2009),  Truck Traffic: 9%,  Average Future Daily Traffic: 433,031 (year 2043),  Design Load: HS 20,  Features Intersected: UP,BNSF,AMTRAK,E80-W580
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 7.200,  Lanes on structure: 4,  Lanes under structure: 19,  Base Highway Network: Yes (,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 19.7m (64.6ft),  Skew: 9 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Number Of Approach Spans: 29,  Length of Maximum Span: 38.3m (125.7ft),  Curb-To-Curb Width: 18.5m (60.7ft),  Out-to-Out Width: 19.5m (64.0ft)

Condition: Deck: Good,  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: Meets minimum limits,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Other Special Inspection Frequency: Every 48 months,  Inspection Date: March 2021,  Other Special Inspection Date: October 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete

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Structure Number: 33 0230L,  Location: 04-ALA-580-R27.69 (Lat: 37.696000,  Lng: -122.044344),  Route carried "on" structure: Interstate 580,  Year Built: 1986,  Status: Open,  Structure Length: 10.67m (35.01ft),  Average Daily Traffic: 98,500 (year 2017),  Average Future Daily Traffic: 111,992 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: 5 CANYNS RD,SAN LORENZO
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 27.690,  Lanes on structure: 4,  Lanes under structure: 2,  Base Highway Network: Yes (Inventory Route: 5,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 20.1m (65.9ft),  Skew: 9 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 39.6m (129.9ft),  Curb-To-Curb Width: 19.9m (65.3ft),  Out-to-Out Width: 21.0m (68.9ft)

Condition: Deck: Fair,  Superstructure: Good,  Substructure: Good,  Channel: Very good,  Operating Rating: 54.1 metric tons,  Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Underclear: 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 2022,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 33 0237,  Location: 04-ALA-880-3.25-FMT (Lat: 37.492111,  Lng: -121.947506),  Route carried "on" structure: City street ,  Year Built: 1995,  Status: Open,  Structure Length: 10.07m (33.04ft),  Average Daily Traffic: 12,000 (year 2019),  Truck Traffic: 9%,  Average Future Daily Traffic: 15,000 (year 2042),  Design Load: HS 20+Mod,  Features Intersected: INTERSTATE 880,  Facility Carried by Structure: FREMONT BOULEVARD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 7,  Lanes under structure: 10,  Owner: State Highway Agency,  Approaching Roadway Width: 29.9m (98.1ft),  Skew: 22 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 49.2m (161.4ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 1.7m (5.6ft),  Curb-To-Curb Width: 29.9m (98.1ft),  Out-to-Out Width: 34.2m (112.2ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  Operating Rating: 54.1 metric tons,  Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 33 0242,  Location: 04-ALA-880-R0.26-FMT (Lat: 37.459119,  Lng: -121.923842),  Route carried "on" structure: Interstate 880,  Year Built: 1952,  Year Reconstructed: 2003,  Status: Open,  Structure Length: 1.53m (5.02ft),  Average Daily Traffic: 162,000 (year 2019),  Truck Traffic: 10%,  Average Future Daily Traffic: 229,490 (year 2043),  Design Load: HS 20,  Features Intersected: SCOTT CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.260,  Lanes on structure: 12,  Base Highway Network: Yes (Inventory Route: 8,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 65.5m (214.9ft),  Skew: 30 degrees,  Material/Design: Concrete continuous,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 3.7m (12.1ft),  Curb-To-Curb Width: 65.5m (214.9ft),  Out-to-Out Width: 67.2m (220.5ft)

Condition: Channel: Good,  Culverts: Good,  Operating Rating: 54.1 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Waterway Adequacy: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: April 2021

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Structure Number: 33 0243,  Location: 04-ALA-084-R5.98-FMT (Lat: 37.563064,  Lng: -122.038628),  Route carried "on" structure: State highway 84,  Year Built: 1984,  Year Reconstructed: 1990,  Status: Open,  Structure Length: 9.24m (30.31ft),  Average Daily Traffic: 66,000 (year 2010),  Truck Traffic: 4%,  Average Future Daily Traffic: 100,375 (year 2043),  Design Load: HS 20+Mod,  Features Intersected: INTERSTATE 880
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 5.980,  Lanes on structure: 6,  Lanes under structure: 10,  Base Highway Network: Yes (,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 30.8m (101.0ft),  Skew: 31 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 46.0m (150.9ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 29.8m (97.8ft),  Out-to-Out Width: 32.7m (107.3ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 54.1 metric tons,  Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  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: August 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 33 0261L,  Location: 04-ALA-880-8.25-FMT (Lat: 37.538989,  Lng: -122.017572),  Route carried "on" structure: City street ,  Year Built: 1993,  Status: Open,  Structure Length: 8.32m (27.30ft),  Average Daily Traffic: 82,000 (year 2017),  Truck Traffic: 11%,  Average Future Daily Traffic: 94,607 (year 2041),  Design Load: HS 20+Mod,  Features Intersected: INTERSTATE 880,  Facility Carried by Structure: CENTRAL AVE SB
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 9,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 9.5m (31.2ft),  Skew: 3 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 42.4m (139.1ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 0.0m,  Curb-To-Curb Width: 9.5m (31.2ft),  Out-to-Out Width: 11.8m (38.7ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  Operating Rating: 54.1 metric tons,  Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Meets minimum limits,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 33 0261R,  Location: 04-ALA-880-8.24-FMT (Lat: 37.538856,  Lng: -122.017469),  Route carried "on" structure: City street ,  Year Built: 1993,  Status: Open,  Structure Length: 8.32m (27.30ft),  Average Daily Traffic: 22,300 (year 2019),  Truck Traffic: 11%,  Average Future Daily Traffic: 26,279 (year 2042),  Design Load: HS 20+Mod,  Features Intersected: INTERSTATE 880,  Facility Carried by Structure: CENTRAL AVE NB
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 9,  Owner: State Highway Agency,  Approaching Roadway Width: 9.5m (31.2ft),  Skew: 3 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 42.4m (139.1ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 9.5m (31.2ft),  Out-to-Out Width: 11.8m (38.7ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  Operating Rating: 54.1 metric tons,  Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Meets minimum limits,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 33 0264,  Location: 04-ALA-084-6.93-FMT (Lat: 37.546175,  Lng: -122.023056),  Route carried "on" structure: State highway 84,  Year Built: 1997,  Status: Open,  Structure Length: 9.62m (31.56ft),  Average Daily Traffic: 66,000 (year 2010),  Truck Traffic: 4%,  Average Future Daily Traffic: 99,116 (year 2043),  Design Load: HS 20+Mod,  Features Intersected: INTERSTATE 880
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 6.930,  Lanes on structure: 6,  Lanes under structure: 10,  Base Highway Network: Yes (,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 14.1m (46.3ft),  Skew: 22 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 48.1m (157.8ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 2.4m (7.9ft),  Curb-To-Curb Width: 28.2m (92.5ft),  Out-to-Out Width: 32.6m (107.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 54.1 metric tons,  Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  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: August 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 33 0267L,  Location: 04-ALA-880-7.19-FMT (Lat: 37.529497,  Lng: -122.002531),  Route carried "on" structure: City street ,  Year Built: 1994,  Status: Open,  Structure Length: 7.94m (26.05ft),  Average Daily Traffic: 13,000 (year 2019),  Truck Traffic: 5%,  Average Future Daily Traffic: 15,508 (year 2042),  Design Load: HS 20+Mod,  Features Intersected: INTERSTATE 880,  Facility Carried by Structure: MOWRY AVENUE WB
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: 17.6m (57.7ft),  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: 1.8m (5.9ft),  Right: 0.0m,  Curb-To-Curb Width: 17.7m (58.1ft),  Out-to-Out Width: 20.3m (66.6ft)

Condition: Deck: Fair,  Superstructure: Good,  Substructure: Good,  Operating Rating: 54.1 metric tons,  Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Superior to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 33 0267R,  Location: 04-ALA-880-7.18-FMT (Lat: 37.529389,  Lng: -122.002336),  Route carried "on" structure: City street ,  Year Built: 1994,  Status: Open,  Structure Length: 8.06m (26.44ft),  Average Daily Traffic: 13,000 (year 2017),  Truck Traffic: 5%,  Average Future Daily Traffic: 15,508 (year 2039),  Design Load: HS 20+Mod,  Features Intersected: INTERSTATE 880,  Facility Carried by Structure: MOWRY AVENUE EB
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: 17.6m (57.7ft),  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 40.0m (131.2ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 1.8m (5.9ft),  Curb-To-Curb Width: 17.7m (58.1ft),  Out-to-Out Width: 20.3m (66.6ft)

Condition: Deck: Fair,  Superstructure: Good,  Substructure: Good,  Operating Rating: 54.1 metric tons,  Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Superior to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 33 0268,  Location: 04-ALA-880-4.71-FMT (Lat: 37.507081,  Lng: -121.967672),  Route carried "on" structure: City street ,  Year Built: 1994,  Status: Open,  Structure Length: 8.53m (27.99ft),  Average Daily Traffic: 11,500 (year 2017),  Truck Traffic: 9%,  Average Future Daily Traffic: 15,338 (year 2039),  Design Load: HS 20+Mod,  Features Intersected: INTERSTATE 880,  Facility Carried by Structure: AUTO MALL PARKWAY
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 8,  Lanes under structure: 10,  Owner: State Highway Agency,  Approaching Roadway Width: 36.0m (118.1ft),  Skew: 11 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 43.6m (143.0ft),  Curb or Sidewalk Widths: Left: 1.7m (5.6ft),  Right: 0.0m,  Curb-To-Curb Width: 34.3m (112.5ft),  Out-to-Out Width: 37.6m (123.4ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 54.1 metric tons,  Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Superior to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 33 0273,  Location: 04-ALA-880-10.66-FMT (Lat: 37.567544,  Lng: -122.042519),  Route carried "on" structure: Interstate 880,  Year Built: 1958,  Year Reconstructed: 1988,  Status: Open,  Structure Length: 4.48m (14.70ft),  Average Daily Traffic: 225,000 (year 2017),  Truck Traffic: 11%,  Average Future Daily Traffic: 265,379 (year 2041),  Design Load: HS 20,  Features Intersected: CRANDALL CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 10.660,  Lanes on structure: 8,  Base Highway Network: Yes (Inventory Route: 8,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 44.0m (144.4ft),  Skew: 33 degrees,  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 6,  Length of Maximum Span: 7.3m (24.0ft),  Curb-To-Curb Width: 44.0m (144.4ft),  Out-to-Out Width: 45.8m (150.3ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Good,  Channel: Very good,  Operating Rating: 35.6 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 27.5 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Superior to present desirable criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 4.48m (14.70ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 33 0291,  Location: 04-ALA-880-3.67-FMT (Lat: 37.496997,  Lng: -121.953800),  Route carried "on" structure: Interstate 880,  Year Built: 1958,  Status: Open,  Structure Length: 1.22m (4.00ft),  Average Daily Traffic: 161,000 (year 2019),  Truck Traffic: 5%,  Average Future Daily Traffic: 200,814 (year 2042),  Features Intersected: ARROYO DE LA LAGUNA CRK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.670,  Lanes on structure: 10,  Base Highway Network: Yes (Inventory Route: 8,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 33.5m (109.9ft),  Skew: 32 degrees,  Material/Design: Concrete continuous,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 3.7m (12.1ft)

Condition: Channel: Good,  Culverts: Satisfactory,  Operating Rating: 54.1 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Equal to 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: April 2021

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Structure Number: 33 0292,  Location: 04-ALA-880-2.77-FMT (Lat: 37.487792,  Lng: -121.941822),  Route carried "on" structure: Interstate 880,  Year Built: 1958,  Year Reconstructed: 2006,  Status: Open,  Structure Length: 0.70m (2.30ft),  Average Daily Traffic: 161,000 (year 2019),  Truck Traffic: 5%,  Average Future Daily Traffic: 200,814 (year 2042),  Features Intersected: AGUA CALIENTE CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.770,  Lanes on structure: 11,  Base Highway Network: Yes (Inventory Route: 8,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 26.5m (86.9ft),  Skew: 1 degrees,  Material/Design: Concrete continuous,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.0m (9.8ft)

Condition: Channel: Good,  Culverts: Satisfactory,  Operating Rating: 54.1 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Equal to 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: April 2021

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Structure Number: 33 0294,  Location: 04-ALA-680-R6.38-FMT (Lat: 37.540306,  Lng: -121.924547),  Route carried "on" structure: Interstate 680,  Year Built: 1963,  Year Reconstructed: 2010,  Status: Open,  Structure Length: 5.43m (17.81ft),  Average Daily Traffic: 140,000 (year 2018),  Truck Traffic: 9%,  Average Future Daily Traffic: 241,101 (year 2042),  Design Load: HS 20,  Features Intersected: SR 238 (MISSION BLVD)
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 6.380,  Lanes on structure: 8,  Lanes under structure: 5,  Base Highway Network: Yes (Inventory Route: 6,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 43.1m (141.4ft),  Skew: 31 degrees,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 27.7m (90.9ft),  Curb-To-Curb Width: 43.1m (141.4ft),  Out-to-Out Width: 45.3m (148.6ft)

Condition: Deck: Fair,  Superstructure: Good,  Substructure: Fair,  Operating Rating: 48.0 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 36.9 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Superior to present desirable criteria,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Superior to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2020,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 33 0306,  Location: 04-ALA-680-R7.48-FMT (Lat: 37.554278,  Lng: -121.916386),  Route carried "on" structure: Interstate 680,  Year Built: 1963,  Year Reconstructed: 2010,  Status: Open,  Structure Length: 4.53m (14.86ft),  Average Daily Traffic: 142,000 (year 2018),  Truck Traffic: 9%,  Average Future Daily Traffic: 181,080 (year 2042),  Design Load: HS 20+Mod,  Features Intersected: VARGAS ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 7.480,  Lanes on structure: 8,  Lanes under structure: 2,  Base Highway Network: Yes (Inventory Route: 6,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 44.9m (147.3ft),  Skew: 39 degrees,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 17.8m (58.4ft),  Curb-To-Curb Width: 44.9m (147.3ft),  Out-to-Out Width: 46.6m (152.9ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 54.1 metric tons,  Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete

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Structure Number: 33 0306K,  Location: 04-ALA-680-R7.46-FMT (Lat: 37.554886,  Lng: -121.916614),  Route carried "on" structure: Ramp Interstate 680,  Year Built: 2010,  Status: Open,  Structure Length: 4.19m (13.75ft),  Average Daily Traffic: 8,000 (year 2018),  Truck Traffic: 6%,  Average Future Daily Traffic: 12,242 (year 2042),  Design Load: HS 20+Mod,  Features Intersected: VARGAS ROAD,  Facility Carried by Structure: SB OFFRAMP VARGAS
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 7.460,  Lanes on structure: 1,  Lanes under structure: 2,  Base Highway Network: Yes (Inventory Route: 6,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 6.7m (22.0ft),  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Single/Spread,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 41.9m (137.5ft),  Curb-To-Curb Width: 6.7m (22.0ft),  Out-to-Out Width: 7.5m (24.6ft)

Condition: Deck: Fair,  Superstructure: Good,  Substructure: Good,  Operating Rating: 54.1 metric tons,  Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  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: March 2020,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 33 036,  Location: 04-ALA-680-M5.91-FMT (Lat: 37.535569,  Lng: -121.933572),  Route carried "on" structure: County highway ,  Year Built: 1971,  Status: Open,  Structure Length: 6.80m (22.31ft),  Average Daily Traffic: 3,388 (year 2018),  Truck Traffic: 2%,  Average Future Daily Traffic: 5,362 (year 2042),  Design Load: HS 20+Mod,  Features Intersected: INTERSTATE 680,  Facility Carried by Structure: PALM AVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 7,  Owner: State Highway Agency,  Approaching Roadway Width: 9.8m (32.2ft),  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: 36.0m (118.1ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 15.8m (51.8ft)

Condition: Deck: Good,  Superstructure: Fair,  Substructure: Good,  Operating Rating: 64.8 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 43.7 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  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,  Inspection Date: March 2020,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 33 0361,  Location: 04-ALA-680-M5.37-FMT (Lat: 37.531064,  Lng: -121.942278),  Route carried "on" structure: County highway ,  Year Built: 1971,  Status: Open,  Structure Length: 9.75m (31.99ft),  Average Daily Traffic: 17,017 (year 2018),  Truck Traffic: 2%,  Average Future Daily Traffic: 21,448 (year 2042),  Design Load: HS 20+Mod,  Features Intersected: INTERSTATE 680,  Facility Carried by Structure: WASHINGTON BLVD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Lanes under structure: 8,  Owner: State Highway Agency,  Approaching Roadway Width: 15.8m (51.8ft),  Skew: 24 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 52.3m (171.6ft),  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: 25.0m (82.0ft)

Condition: Deck: Poor,  Superstructure: Fair,  Substructure: Good,  Operating Rating: 62.5 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 44.4 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Meets minimum limits,  Underclear: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 9.75m (31.99ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2020,  Bridge Improvement Cost: $1,540,000,  Roadway Improvement Cost: $308,000,  Total Project Cost: $2,587,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 33 0368,  Location: 04-ALA-680-M4.02-FMT (Lat: 37.514406,  Lng: -121.940133),  Route carried "on" structure: City street ,  Year Built: 1971,  Status: Open,  Structure Length: 8.11m (26.61ft),  Average Daily Traffic: 21,534 (year 2018),  Truck Traffic: 2%,  Average Future Daily Traffic: 26,810 (year 2042),  Design Load: HS 20+Mod,  Features Intersected: INTERSTATE 680,  Facility Carried by Structure: AUTO MALL PARKWAY
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: 29.0m (95.1ft),  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: 43.9m (144.0ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 20.6m (67.6ft),  Out-to-Out Width: 28.7m (94.2ft)

Condition: Deck: Poor,  Superstructure: Good,  Substructure: Good,  Operating Rating: 50.9 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 36.3 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  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: March 2020,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 33 0405,  Location: 04-ALA-680-M5.67-FMT (Lat: 37.533592,  Lng: -121.937431),  Route carried "on" structure: City street ,  Year Built: 1971,  Status: Open,  Structure Length: 6.80m (22.31ft),  Average Daily Traffic: 9,505 (year 2018),  Truck Traffic: 2%,  Average Future Daily Traffic: 10,724 (year 2042),  Design Load: HS 20+Mod,  Features Intersected: INTERSTATE 680,  Facility Carried by Structure: PASEO PADRE PKWY
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Lanes under structure: 8,  Owner: State Highway Agency,  Approaching Roadway Width: 25.0m (82.0ft),  Skew: 22 degrees,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 37.8m (124.0ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 19.6m (64.3ft),  Out-to-Out Width: 28.7m (94.2ft)

Condition: Deck: Satisfactory,  Superstructure: Fair,  Substructure: Good,  Operating Rating: 47.0 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 33.7 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Better than present minimum criteria,  Underclear: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2020,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 33 0420L,  Location: 04-ALA-024-R4.44-OAK (Lat: 37.849983,  Lng: -122.240078),  Route carried "on" structure: State highway 24,  Year Built: 1970,  Status: Open,  Structure Length: 4.11m (13.48ft),  Average Daily Traffic: 143,000 (year 2010),  Truck Traffic: 2%,  Average Future Daily Traffic: 269,675 (year 2044),  Design Load: HS 20,  Features Intersected: GOLDEN GATE AVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 4.440,  Lanes on structure: 5,  Lanes under structure: 2,  Base Highway Network: Yes (,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 23.2m (76.1ft),  Skew: 29 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Number Of Approach Spans: 2,  Length of Maximum Span: 39.6m (129.9ft),  Curb-To-Curb Width: 23.2m (76.1ft),  Out-to-Out Width: 23.7m (77.8ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 90.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2022,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 33 0423L,  Location: 04-ALA-680-M0.06-FMT (Lat: 37.465325,  Lng: -121.904808),  Route carried "on" structure: Interstate 680,  Year Built: 1971,  Year Reconstructed: 1997,  Status: Open,  Structure Length: 7.68m (25.20ft),  Average Daily Traffic: 61,000 (year 2018),  Average Future Daily Traffic: 110,187 (year 2042),  Design Load: HS 20+Mod,  Features Intersected: STATE ROUTE 237 (FUTURE)
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.060,  Lanes on structure: 4,  Base Highway Network: Yes (Inventory Route: 6,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 21.2m (69.6ft),  Skew: 15 degrees,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 32.6m (107.0ft),  Curb-To-Curb Width: 21.2m (69.6ft),  Out-to-Out Width: 21.8m (71.5ft)

Condition: Deck: Poor,  Superstructure: Good,  Substructure: Good,  Operating Rating: 54.1 metric tons,  Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2020,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 33 0423R,  Location: 04-ALA-680-M0.04-FMT (Lat: 37.465067,  Lng: -121.904256),  Route carried "on" structure: Interstate 680,  Year Built: 1971,  Year Reconstructed: 1997,  Status: Open,  Structure Length: 8.17m (26.80ft),  Average Daily Traffic: 61,000 (year 2018),  Average Future Daily Traffic: 110,187 (year 2042),  Design Load: HS 20+Mod,  Features Intersected: STATE ROUTE 237 (FUTURE)
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.040,  Lanes on structure: 3,  Base Highway Network: Yes (Inventory Route: 6,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 21.2m (69.6ft),  Skew: 6 degrees,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 35.1m (115.2ft),  Curb-To-Curb Width: 21.2m (69.6ft),  Out-to-Out Width: 21.8m (71.5ft)

Condition: Deck: Poor,  Superstructure: Good,  Substructure: Fair,  Operating Rating: 53.8 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: Somewhat better than minimum adequacy,  Deck Geometry: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 8.17m (26.80ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2020,  Bridge Improvement Cost: $1,780,000,  Roadway Improvement Cost: $356,000,  Total Project Cost: $2,990,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 33 0424L,  Location: 04-ALA-680-M0.13-FMT (Lat: 37.466311,  Lng: -121.905147),  Route carried "on" structure: Interstate 680,  Year Built: 1971,  Year Reconstructed: 1997,  Status: Open,  Structure Length: 4.93m (16.17ft),  Average Daily Traffic: 61,000 (year 2018),  Truck Traffic: 7%,  Average Future Daily Traffic: 107,650 (year 2042),  Design Load: HS 20+Mod,  Features Intersected: SCOTT CREEK RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.130,  Lanes on structure: 4,  Lanes under structure: 3,  Base Highway Network: Yes (Inventory Route: 6,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 21.2m (69.6ft),  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: 26.6m (87.3ft),  Curb-To-Curb Width: 21.2m (69.6ft),  Out-to-Out Width: 21.8m (71.5ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  Operating Rating: 54.1 metric tons,  Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: March 2020,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 33 0424R,  Location: 04-ALA-680-M0.13-FMT (Lat: 37.466247,  Lng: -121.905572),  Route carried "on" structure: Interstate 680,  Year Built: 1971,  Year Reconstructed: 1997,  Status: Open,  Structure Length: 5.11m (16.77ft),  Average Daily Traffic: 61,000 (year 2018),  Truck Traffic: 7%,  Average Future Daily Traffic: 107,650 (year 2042),  Design Load: HS 20+Mod,  Features Intersected: SCOTT CREEK RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.130,  Lanes on structure: 4,  Lanes under structure: 2,  Base Highway Network: Yes (Inventory Route: 6,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 21.6m (70.9ft),  Skew: 22 degrees,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 27.5m (90.2ft),  Curb-To-Curb Width: 28.2m (92.5ft),  Out-to-Out Width: 31.5m (103.3ft)

Condition: Deck: Satisfactory,  Superstructure: Fair,  Substructure: Good,  Operating Rating: 54.1 metric tons,  Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Superior to present desirable criteria,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 5.09m (16.70ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2020,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 33 0427L,  Location: 04-ALA-680-M1.96-FMT (Lat: 37.490486,  Lng: -121.918492),  Route carried "on" structure: Interstate 680,  Year Built: 1971,  Year Reconstructed: 2010,  Status: Open,  Structure Length: 6.67m (21.88ft),  Average Daily Traffic: 61,000 (year 2018),  Truck Traffic: 8%,  Average Future Daily Traffic: 110,187 (year 2042),  Design Load: HS 20+Mod,  Features Intersected: E WARREN AVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.960,  Lanes on structure: 5,  Lanes under structure: 4,  Base Highway Network: Yes (Inventory Route: 6,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 24.8m (81.4ft),  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: 34.7m (113.8ft),  Curb-To-Curb Width: 24.8m (81.4ft),  Out-to-Out Width: 25.5m (83.7ft)

Condition: Deck: Poor,  Superstructure: Good,  Substructure: Good,  Operating Rating: 54.1 metric tons,  Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Better than 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: March 2020,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 33 0427R,  Location: 04-ALA-680-M1.97-FMT (Lat: 37.490836,  Lng: -121.918289),  Route carried "on" structure: Interstate 680,  Year Built: 1971,  Year Reconstructed: 1997,  Status: Open,  Structure Length: 7.77m (25.49ft),  Average Daily Traffic: 61,000 (year 2018),  Truck Traffic: 8%,  Average Future Daily Traffic: 110,187 (year 2042),  Design Load: HS 20+Mod,  Features Intersected: E WARREN AVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.970,  Lanes on structure: 4,  Lanes under structure: 4,  Base Highway Network: Yes (Inventory Route: 6,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 24.2m (79.4ft),  Skew: 4 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 41.8m (137.1ft),  Curb-To-Curb Width: 24.2m (79.4ft),  Out-to-Out Width: 24.8m (81.4ft)

Condition: Deck: Poor,  Superstructure: Good,  Substructure: Good,  Operating Rating: 54.1 metric tons,  Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  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: March 2020,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 33 0428L,  Location: 04-ALA-680-M2.38-FMT (Lat: 37.495575,  Lng: -121.922700),  Route carried "on" structure: Interstate 680,  Year Built: 1971,  Year Reconstructed: 1997,  Status: Open,  Structure Length: 5.36m (17.59ft),  Average Daily Traffic: 61,000 (year 2018),  Truck Traffic: 7%,  Average Future Daily Traffic: 110,923 (year 2042),  Design Load: HS 20+Mod,  Features Intersected: SR 262 (MISSION BLVD)
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.380,  Lanes on structure: 6,  Lanes under structure: 6,  Base Highway Network: Yes (Inventory Route: 6,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 29.0m (95.1ft),  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: 31.4m (103.0ft),  Out-to-Out Width: 35.2m (115.5ft)

Condition: Deck: Poor,  Superstructure: Good,  Substructure: Good,  Operating Rating: 54.1 metric tons,  Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  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,  Length Of Structure Improvement: 5.36m (17.59ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2020,  Bridge Improvement Cost: $1,683,000,  Roadway Improvement Cost: $336,000,  Total Project Cost: $2,827,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 33 0428R,  Location: 04-ALA-680-M2.38-FMT (Lat: 37.495353,  Lng: -121.923028),  Route carried "on" structure: Interstate 680,  Year Built: 1971,  Year Reconstructed: 1997,  Status: Open,  Structure Length: 5.36m (17.59ft),  Average Daily Traffic: 61,000 (year 2018),  Truck Traffic: 7%,  Average Future Daily Traffic: 110,923 (year 2042),  Design Load: HS 20,  Features Intersected: SR 262 (MISSION BLVD)
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.380,  Lanes on structure: 5,  Lanes under structure: 6,  Base Highway Network: Yes (Inventory Route: 6,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 29.0m (95.1ft),  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: 31.4m (103.0ft),  Out-to-Out Width: 35.2m (115.5ft)

Condition: Deck: Poor,  Superstructure: Good,  Substructure: Good,  Operating Rating: 54.1 metric tons,  Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  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,  Length Of Structure Improvement: 5.36m (17.59ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2020,  Bridge Improvement Cost: $1,683,000,  Roadway Improvement Cost: $336,000,  Total Project Cost: $2,827,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 33 0429L,  Location: 04-ALA-680-M3.35-FMT (Lat: 37.506000,  Lng: -121.934325),  Route carried "on" structure: Interstate 680,  Year Built: 1971,  Year Reconstructed: 2001,  Status: Open,  Structure Length: 4.48m (14.70ft),  Average Daily Traffic: 70,000 (year 2018),  Truck Traffic: 9%,  Average Future Daily Traffic: 117,710 (year 2042),  Design Load: HS 20+Mod,  Features Intersected: GRIMMER BLVD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.350,  Lanes on structure: 5,  Lanes under structure: 2,  Base Highway Network: Yes (Inventory Route: 6,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 24.2m (79.4ft),  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 44.8m (147.0ft),  Curb-To-Curb Width: 24.2m (79.4ft),  Out-to-Out Width: 25.0m (82.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 48.6 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 21.7 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Equal to present minimum criteria,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 4.48m (14.70ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2020,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 33 0429R,  Location: 04-ALA-680-M3.35-FMT (Lat: 37.506206,  Lng: -121.934553),  Route carried "on" structure: Interstate 680,  Year Built: 1971,  Status: Open,  Structure Length: 4.48m (14.70ft),  Average Daily Traffic: 70,000 (year 2018),  Truck Traffic: 9%,  Average Future Daily Traffic: 117,710 (year 2042),  Design Load: HS 20+Mod,  Features Intersected: GRIMMER BLVD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.350,  Lanes on structure: 3,  Lanes under structure: 2,  Base Highway Network: Yes (Inventory Route: 6,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 15.5m (50.9ft),  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 44.8m (147.0ft),  Curb-To-Curb Width: 15.5m (50.9ft),  Out-to-Out Width: 16.1m (52.8ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  Operating Rating: 52.5 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 31.8 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2020,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 33 0438L,  Location: 04-ALA-680-M0.79-FMT (Lat: 37.474608,  Lng: -121.911025),  Route carried "on" structure: Interstate 680,  Year Built: 1971,  Year Reconstructed: 2010,  Status: Open,  Structure Length: 7.00m (22.97ft),  Average Daily Traffic: 60,500 (year 2018),  Truck Traffic: 8%,  Average Future Daily Traffic: 92,633 (year 2042),  Design Load: HS 20+Mod,  Features Intersected: DEPT OF WATER RESOURCES
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.790,  Lanes on structure: 5,  Base Highway Network: Yes (Inventory Route: 6,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 24.8m (81.4ft),  Skew: 5 degrees,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 29.0m (95.1ft),  Curb-To-Curb Width: 24.8m (81.4ft),  Out-to-Out Width: 25.5m (83.7ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Satisfactory,  Operating Rating: 99.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 86.1 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: March 2020,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 33 0438R,  Location: 04-ALA-680-M0.77-FMT (Lat: 37.474261,  Lng: -121.910556),  Route carried "on" structure: Interstate 680,  Year Built: 1971,  Year Reconstructed: 1997,  Status: Open,  Structure Length: 6.70m (21.98ft),  Average Daily Traffic: 61,000 (year 2018),  Truck Traffic: 8%,  Average Future Daily Traffic: 110,187 (year 2042),  Design Load: HS 20+Mod,  Features Intersected: DEPT OF WATER RESOURCES
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.770,  Lanes on structure: 3,  Base Highway Network: Yes (Inventory Route: 6,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 21.2m (69.6ft),  Skew: 5 degrees,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 29.0m (95.1ft),  Curb-To-Curb Width: 21.2m (69.6ft),  Out-to-Out Width: 21.8m (71.5ft)

Condition: Deck: Satisfactory,  Superstructure: Fair,  Substructure: Good,  Operating Rating: 54.1 metric tons,  Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2020,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 33 0439L,  Location: 04-ALA-680-M1.46-FMT (Lat: 37.484153,  Lng: -121.914147),  Route carried "on" structure: Interstate 680,  Year Built: 1971,  Year Reconstructed: 2010,  Status: Open,  Structure Length: 3.17m (10.40ft),  Average Daily Traffic: 61,000 (year 2018),  Truck Traffic: 8%,  Average Future Daily Traffic: 110,187 (year 2042),  Design Load: HS 20+Mod,  Features Intersected: DEPT OF WATER RESOURCES
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.460,  Lanes on structure: 5,  Base Highway Network: Yes (Inventory Route: 6,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 24.8m (81.4ft),  Skew: 2 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 31.7m (104.0ft),  Curb-To-Curb Width: 24.8m (81.4ft),  Out-to-Out Width: 25.5m (83.7ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 44.7 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 30.1 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2020,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 33 0439R,  Location: 04-ALA-680-M1.47-FMT (Lat: 37.484367,  Lng: -121.913867),  Route carried "on" structure: Interstate 680,  Year Built: 1971,  Year Reconstructed: 1997,  Status: Open,  Structure Length: 3.17m (10.40ft),  Average Daily Traffic: 61,000 (year 2018),  Truck Traffic: 8%,  Average Future Daily Traffic: 110,187 (year 2042),  Design Load: HS 20+Mod,  Features Intersected: DEPT OF WATER RESOURCES
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.470,  Lanes on structure: 3,  Base Highway Network: Yes (Inventory Route: 6,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 21.2m (69.6ft),  Skew: 2 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 31.7m (104.0ft),  Curb-To-Curb Width: 21.2m (69.6ft),  Out-to-Out Width: 21.8m (71.5ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 50.2 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 34.0 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2020,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 33 0510L,  Location: 04-ALA-084-R4.88-NWK (Lat: 37.551717,  Lng: -122.052444),  Route carried "on" structure: State highway 84,  Year Built: 1983,  Status: Open,  Structure Length: 5.79m (19.00ft),  Average Daily Traffic: 66,000 (year 2010),  Truck Traffic: 4%,  Average Future Daily Traffic: 89,295 (year 2043),  Design Load: HS 20+Mod,  Features Intersected: NEWARK BLVD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 4.880,  Lanes on structure: 3,  Lanes under structure: 7,  Base Highway Network: Yes (,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 11.9m (39.0ft),  Skew: 1 degrees,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 38.1m (125.0ft),  Curb-To-Curb Width: 11.9m (39.0ft),  Out-to-Out Width: 13.0m (42.7ft)

Condition: Deck: Good,  Superstructure: Fair,  Substructure: Good,  Operating Rating: 54.1 metric tons,  Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: High priority of replacement,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2021,  Deck Structure Type: Concrete Cast-file-Place