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

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Structure Number: 28 0064,  Location: 04-CC-004-R8.85-MTZ (Lat: 37.992114,  Lng: -122.124956),  Route carried "on" structure: State highway 4,  Year Built: 1967,  Year Reconstructed: 1975,  Status: Open,  Structure Length: 2.28m (7.48ft),  Average Daily Traffic: 62,000 (year 2018),  Truck Traffic: 7%,  Average Future Daily Traffic: 127,639 (year 2042),  Design Load: HS 20,  Features Intersected: ABANDONED BNSF RY SPUR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 8.850,  Lanes on structure: 7,  Base Highway Network: Yes (,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 34.0m (111.5ft),  Skew: 24 degrees,  Material/Design: Concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 22.8m (74.8ft),  Curb-To-Curb Width: 34.0m (111.5ft),  Out-to-Out Width: 45.6m (149.6ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 59.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 36.3 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: June 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 28 0153L,  Location: 04-CC-680-25.04L-MTZ (Lat: 38.033219,  Lng: -122.117283),  Route carried "on" structure: Interstate 680,  Year Built: 1962,  Year Reconstructed: 1991,  Status: Open,  Structure Length: 189.43m (621.49ft),  Average Daily Traffic: 115,000 (year 2015),  Truck Traffic: 8%,  Average Future Daily Traffic: 115,000 (year 2038),  Design Load: HS 20,  Features Intersected: UP,BNSF,AMTRAK,SUISUN BA
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 25.040,  Lanes on structure: 4,  Lanes under structure: 4,  Base Highway Network: Yes (Inventory Route: 6,  Subroute: 1),  Toll: Toll bridge,  Owner: State Highway Agency,  Approaching Roadway Width: 27.4m (89.9ft),  Navigation Control: Yes ( Vertical Clearance: 41.1m (134.8ft), Horizontal Clearance: 134.1m (440.0ft)),  Material/Design: Steel,  Design/Construction: Truss - Deck,  Number Of Spans In Main Unit: 10,  Number Of Approach Spans: 8,  Length of Maximum Span: 160.9m (527.9ft),  Curb-To-Curb Width: 18.5m (60.7ft),  Out-to-Out Width: 23.6m (77.4ft)

Condition: Deck: Good,  Superstructure: Fair,  Substructure: Good,  Channel: Very good,  Operating Rating: 34.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 20.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Meets minimum limits,  Underclear: High priority of corrective action,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 72 months,  Inspection Date: September 2021,  Critical Feature Inspection Date: November 2021,  Underwater Inspection Date: October 2019,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 28 0153R,  Location: 04-CC-680-R25.04R-MTZ (Lat: 38.031817,  Lng: -122.116639),  Route carried "on" structure: Interstate 680,  Year Built: 2007,  Status: Open,  Structure Length: 226.59m (743.41ft),  Average Daily Traffic: 105,000 (year 2014),  Truck Traffic: 8%,  Average Future Daily Traffic: 85,965 (year 2039),  Design Load: HS 20+Mod,  Features Intersected: UP,BNSF,AMTRAK,SUISUN BA
Minimum Vertical Clearance: 5.62m (18.44ft),  Kilometerpoint: 25.040,  Lanes on structure: 5,  Lanes under structure: 2,  Base Highway Network: Yes (Inventory Route: 6,  Subroute: 1),  Toll: Toll bridge,  Owner: State Highway Agency,  Approaching Roadway Width: 24.0m (78.7ft),  Navigation Control: Yes ( Vertical Clearance: 43.0m (141.1ft), Horizontal Clearance: 170.0m (557.7ft)),  Material/Design: Prestressed concrete continuous,  Design/Construction: Segmental Box Girder,  Number Of Spans In Main Unit: 16,  Number Of Approach Spans: 6,  Length of Maximum Span: 200.8m (658.8ft),  Curb-To-Curb Width: 24.0m (78.7ft),  Out-to-Out Width: 25.1m (82.3ft)

Condition: Deck: Good,  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,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 72 months,  Inspection Date: August 2021,  Critical Feature Inspection Date: August 2021,  Underwater Inspection Date: August 2019,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete

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Structure Number: 28 0171S,  Location: 04-CC-680-24.30 (Lat: 38.024306,  Lng: -122.112472),  Route carried "on" structure: Ramp State highway 680,  Year Built: 2016,  Status: Open,  Structure Length: 22.39m (73.46ft),  Average Daily Traffic: 2,650 (year 2012),  Truck Traffic: 15%,  Average Future Daily Traffic: 3,526 (year 2043),  Design Load: HL 93,  Features Intersected: MARSH WETLANDS
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 24.300,  Lanes on structure: 1,  Owner: State Highway Agency,  Approaching Roadway Width: 8.7m (28.5ft),  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 11,  Number Of Approach Spans: 1,  Length of Maximum Span: 30.5m (100.1ft),  Curb-To-Curb Width: 8.7m (28.5ft),  Out-to-Out Width: 9.6m (31.5ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Excellent,  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: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 28 021,  Location: 04-CC-680-R0.01-SRMN (Lat: 37.723322,  Lng: -121.940506),  Route carried "on" structure: City street ,  Year Built: 1965,  Status: Open,  Structure Length: 7.32m (24.02ft),  Average Daily Traffic: 23,975 (year 1998),  Truck Traffic: 3%,  Average Future Daily Traffic: 38,479 (year 2038),  Design Load: HS 20+Mod,  Features Intersected: INTERSTATE 680,  Facility Carried by Structure: ALCOSTA BOULEVARD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 5,  Lanes under structure: 9,  Owner: State Highway Agency,  Approaching Roadway Width: 20.7m (67.9ft),  Skew: 21 degrees,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 22.9m (75.1ft),  Curb or Sidewalk Widths: Left: 1.8m (5.9ft),  Right: 1.8m (5.9ft),  Curb-To-Curb Width: 20.7m (67.9ft),  Out-to-Out Width: 25.0m (82.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 36.0 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: 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: Equal to 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: July 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 28 0212,  Location: 04-CC-004-R9.18-MTZ (Lat: 37.995200,  Lng: -122.120528),  Route carried "on" structure: City street ,  Year Built: 1975,  Status: Open,  Structure Length: 7.01m (23.00ft),  Average Daily Traffic: 22,000 (year 2018),  Truck Traffic: 1%,  Average Future Daily Traffic: 37,408 (year 2042),  Design Load: HS 20,  Features Intersected: STATE ROUTE 4,  Facility Carried by Structure: CENTER AVENUE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 7,  Lanes under structure: 6,  Owner: State Highway Agency,  Approaching Roadway Width: 32.6m (107.0ft),  Skew: 21 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 36.9m (121.1ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 31.2m (102.4ft),  Out-to-Out Width: 34.8m (114.2ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Good,  Operating Rating: 45.7 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: 35.0 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: Somewhat better than minimum adequacy,  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 24 months,  Inspection Date: June 2020,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 28 0214L,  Location: 04-CC-004-R8.55-MTZ (Lat: 37.990622,  Lng: -122.130294),  Route carried "on" structure: State highway 4,  Year Built: 1967,  Year Reconstructed: 1975,  Status: Open,  Structure Length: 5.24m (17.19ft),  Average Daily Traffic: 31,000 (year 2018),  Truck Traffic: 7%,  Average Future Daily Traffic: 63,819 (year 2042),  Design Load: HS 20,  Features Intersected: ALHAMBRA AVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 8.550,  Lanes on structure: 3,  Lanes under structure: 6,  Base Highway Network: Yes (,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 14.9m (48.9ft),  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 31.7m (104.0ft),  Curb-To-Curb Width: 15.0m (49.2ft),  Out-to-Out Width: 15.8m (51.8ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  Operating Rating: 54.1 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: 41.8 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: Meets minimum limits,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2020,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 28 0214R,  Location: 04-CC-004-R8.55-MTZ (Lat: 37.990467,  Lng: -122.130211),  Route carried "on" structure: State highway 4,  Year Built: 1967,  Status: Open,  Structure Length: 5.24m (17.19ft),  Average Daily Traffic: 31,000 (year 2018),  Truck Traffic: 7%,  Average Future Daily Traffic: 63,819 (year 2042),  Design Load: HS 20,  Features Intersected: ALHAMBRA AVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 8.550,  Lanes on structure: 2,  Lanes under structure: 6,  Base Highway Network: Yes (,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 11.3m (37.1ft),  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 31.7m (104.0ft),  Curb-To-Curb Width: 11.0m (36.1ft),  Out-to-Out Width: 11.6m (38.1ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  Operating Rating: 35.0 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: 26.9 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: Equal to 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: May 2020,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 28 0216L,  Location: 04-CC-004-R8.75-MTZ (Lat: 37.991428,  Lng: -122.126764),  Route carried "on" structure: State highway 4,  Year Built: 1967,  Year Reconstructed: 1975,  Status: Open,  Structure Length: 5.82m (19.09ft),  Average Daily Traffic: 31,000 (year 2018),  Truck Traffic: 7%,  Average Future Daily Traffic: 63,819 (year 2042),  Design Load: HS 20,  Features Intersected: ALHAMBRA WAY
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 8.750,  Lanes on structure: 4,  Lanes under structure: 2,  Base Highway Network: Yes (,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 17.7m (58.1ft),  Material/Design: Concrete continuous,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 20.4m (66.9ft),  Curb-To-Curb Width: 17.7m (58.1ft),  Out-to-Out Width: 18.3m (60.0ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  Channel: Excellent,  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: Equal to present minimum criteria,  Deck Geometry: Meets minimum limits,  Underclear: Somewhat better than minimum adequacy,  Waterway Adequacy: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2020,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 28 0216R,  Location: 04-CC-004-R8.75-MTZ (Lat: 37.991208,  Lng: -122.126639),  Route carried "on" structure: State highway 4,  Year Built: 1967,  Year Reconstructed: 1975,  Status: Open,  Structure Length: 5.82m (19.09ft),  Average Daily Traffic: 31,000 (year 2018),  Truck Traffic: 7%,  Average Future Daily Traffic: 63,819 (year 2042),  Design Load: HS 20,  Features Intersected: ALHAMBRA WAY
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 8.750,  Lanes on structure: 3,  Lanes under structure: 2,  Base Highway Network: Yes (,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 16.5m (54.1ft),  Material/Design: Concrete continuous,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 20.4m (66.9ft),  Curb-To-Curb Width: 15.5m (50.9ft),  Out-to-Out Width: 16.1m (52.8ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  Channel: Excellent,  Operating Rating: 31.4 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: 24.3 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: Equal to present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Underclear: Somewhat better than minimum adequacy,  Waterway Adequacy: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2020,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 28 0217,  Location: 04-CC-004-R11.13-MTZ (Lat: 37.991522,  Lng: -122.086633),  Route carried "on" structure: City street ,  Year Built: 1975,  Status: Open,  Structure Length: 9.48m (31.10ft),  Average Daily Traffic: 5,500 (year 2018),  Truck Traffic: 1%,  Average Future Daily Traffic: 8,755 (year 2042),  Design Load: HS 20,  Features Intersected: STATE ROUTE 4,  Facility Carried by Structure: MILANO WAY
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 6,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  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: 48.5m (159.1ft),  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: Good,  Substructure: Good,  Operating Rating: 55.7 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: 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: Better than present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2020,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 28 0218L,  Location: 04-CC-004-R10.33-MTZ (Lat: 37.992036,  Lng: -122.101008),  Route carried "on" structure: State highway 4,  Year Built: 1975,  Status: Open,  Structure Length: 5.36m (17.59ft),  Average Daily Traffic: 31,000 (year 2018),  Truck Traffic: 7%,  Average Future Daily Traffic: 63,819 (year 2042),  Design Load: HS 20,  Features Intersected: MORELLO AVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 10.330,  Lanes on structure: 3,  Lanes under structure: 7,  Base Highway Network: Yes (,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 15.8m (51.8ft),  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: 53.6m (175.9ft),  Curb-To-Curb Width: 19.2m (63.0ft),  Out-to-Out Width: 19.8m (65.0ft)

Condition: Deck: Good,  Superstructure: Good,  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: 39.5 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: 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: June 2020,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 28 0218R,  Location: 04-CC-004-R10.33-MTZ (Lat: 37.991753,  Lng: -122.101036),  Route carried "on" structure: State highway 4,  Year Built: 1975,  Status: Open,  Structure Length: 5.36m (17.59ft),  Average Daily Traffic: 31,000 (year 2018),  Truck Traffic: 7%,  Average Future Daily Traffic: 63,819 (year 2042),  Design Load: HS 20,  Features Intersected: MORELLO AVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 10.330,  Lanes on structure: 3,  Lanes under structure: 7,  Base Highway Network: Yes (,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 15.6m (51.2ft),  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: 53.6m (175.9ft),  Curb-To-Curb Width: 15.6m (51.2ft),  Out-to-Out Width: 16.2m (53.1ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 59.0 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: 36.6 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: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2020,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 28 0235,  Location: 04-CC-004-R7.27 (Lat: 37.998964,  Lng: -122.146647),  Route carried "on" structure: State highway 4,  Year Built: 1967,  Status: Open,  Structure Length: 0.63m (2.07ft),  Average Daily Traffic: 55,000 (year 2018),  Truck Traffic: 8%,  Average Future Daily Traffic: 59,981 (year 2042),  Features Intersected: FRANKLIN EQUIP & PIPE UC
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 7.270,  Lanes on structure: 4,  Base Highway Network: Yes (,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 22.4m (73.5ft),  Skew: 20 degrees,  Material/Design: Steel,  Design/Construction: Arch - Deck,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 6.3m (20.7ft)

Condition: Superstructure: Fair,  Substructure: 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: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2020

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Structure Number: 28 0361L,  Location: 04-CC-004-R3.87L-MTZ (Lat: 38.009089,  Lng: -122.206300),  Route carried "on" structure: State highway 4,  Year Built: 2002,  Status: Open,  Structure Length: 0.67m (2.20ft),  Average Daily Traffic: 10,200 (year 2018),  Truck Traffic: 6%,  Average Future Daily Traffic: 12,319 (year 2042),  Design Load: HS 20+Mod,  Features Intersected: PRIVATE ACCESS ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.870,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 16.8m (55.1ft),  Material/Design: Steel,  Design/Construction: Arch - Deck,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 6.7m (22.0ft),  Curb-To-Curb Width: 16.8m (55.1ft),  Out-to-Out Width: 17.4m (57.1ft)

Condition: Superstructure: Good,  Substructure: 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,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2020

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Structure Number: 28C0002,  Location: AT CASTRO STREET (Lat: 38.017544,  Lng: -122.137611),  Route carried "on" structure: City street ,  Year Built: 1987,  Status: Open,  Structure Length: 1.52m (4.99ft),  Average Daily Traffic: 4,900 (year 1980),  Truck Traffic: 2%,  Average Future Daily Traffic: 9,781 (year 2037),  Features Intersected: ARROYO DEL HAMBRE,  Facility Carried by Structure: ESCOBAR ST
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 10.7m (35.1ft),  Skew: 3 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 13.3m (43.6ft),  Curb or Sidewalk Widths: Left: 1.8m (5.9ft),  Right: 1.8m (5.9ft),  Curb-To-Curb Width: 11.0m (36.1ft),  Out-to-Out Width: 15.2m (49.9ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: 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: Somewhat better than minimum adequacy,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: Febuary 2019,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 28C0006,  Location: 0.3 MI WEST SOLANO WAY (Lat: 38.031278,  Lng: -122.081722),  Route carried "on" structure: County highway ,  Year Built: 1948,  Year Reconstructed: 1965,  Status: Open,  Structure Length: 22.95m (75.30ft),  Average Daily Traffic: 2,409 (year 2013),  Truck Traffic: 12%,  Average Future Daily Traffic: 5,101 (year 2037),  Design Load: HS 20,  Features Intersected: PACHECO SLOUGH,  Facility Carried by Structure: WATERFRONT RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 10.4m (34.1ft),  Skew: 9 degrees,  Navigation Control: Yes ( Vertical Clearance: 1.2m (3.9ft), Horizontal Clearance: 20.1m (65.9ft)),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Number Of Approach Spans: 16,  Length of Maximum Span: 26.9m (88.3ft),  Curb-To-Curb Width: 9.3m (30.5ft),  Out-to-Out Width: 10.4m (34.1ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Fair,  Channel: Satisfactory,  Operating Rating: 42.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 25.3 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 60 months,  Inspection Date: September 2020,  Underwater Inspection Date: April 2018,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 28C0084,  Location: AT MUIR TUNNEL (Lat: 37.996711,  Lng: -122.119614),  Route carried "on" structure: City street ,  Year Built: 1975,  Status: Open,  Structure Length: 3.20m (10.50ft),  Average Daily Traffic: 3,000 (year 2000),  Truck Traffic: 2%,  Average Future Daily Traffic: 4,534 (year 2041),  Features Intersected: BNSF RY,  Facility Carried by Structure: ARNOLD DRIVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Material/Design: 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 or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 0.0m,  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 14.3m (46.9ft)

Condition: Deck: Fair,  Superstructure: Satisfactory,  Substructure: Fair,  Operating Rating: 46.3 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: 33.4 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: Equal to present minimum criteria,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 28C0142,  Location: 3 MI E MORGAN TERITORY RD (Lat: 37.884714,  Lng: -121.831811),  Route carried "on" structure: County highway ,  Year Built: 1937,  Status: Open,  Structure Length: 1.24m (4.07ft),  Average Daily Traffic: 5,637 (year 2013),  Truck Traffic: 7%,  Average Future Daily Traffic: 8,438 (year 2037),  Features Intersected: MARSH CREEK,  Facility Carried by Structure: MARSH CREEK RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 9.8m (32.2ft),  Skew: 4 degrees,  Material/Design: Concrete continuous,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 5.7m (18.7ft)

Condition: Channel: Excellent,  Culverts: Satisfactory,  Operating Rating: 27.2 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 16.2 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Meets minimum limits,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Meets minimum limits,  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2020

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Structure Number: 28C0184,  Location: AT CASTRO ST (Lat: 38.017947,  Lng: -122.138453),  Route carried "on" structure: City street ,  Year Built: 1989,  Status: Open,  Structure Length: 1.65m (5.41ft),  Average Daily Traffic: 4,500 (year 1985),  Truck Traffic: 5%,  Average Future Daily Traffic: 8,694 (year 2037),  Design Load: HS 20+Mod,  Features Intersected: ARROYO DEL HAMBRE,  Facility Carried by Structure: MARINA VISTA AVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 3,  Base Highway Network: Yes,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 9.1m (29.9ft),  Skew: 3 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 14.9m (48.9ft),  Curb or Sidewalk Widths: Left: 1.8m (5.9ft),  Right: 1.8m (5.9ft),  Curb-To-Curb Width: 11.0m (36.1ft),  Out-to-Out Width: 15.2m (49.9ft)

Condition: Deck: Good,  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: High priority of replacement,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: Febuary 2019,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 28C0264,  Location: AT FERRY STREET (Lat: 38.016372,  Lng: -122.135175),  Route carried "on" structure: City street ,  Year Built: 1940,  Status: Open,  Structure Length: 0.98m (3.22ft),  Average Daily Traffic: 3,000 (year 2009),  Truck Traffic: 3%,  Average Future Daily Traffic: 3,402 (year 2041),  Features Intersected: ARROYO DEL HAMBRE,  Facility Carried by Structure: GREEN STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 12.0m (39.4ft),  Skew: 6 degrees,  Material/Design: Concrete continuous,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 4.8m (15.7ft),  Curb or Sidewalk Widths: Left: 1.9m (6.2ft),  Right: 2.0m (6.6ft)

Condition: Channel: Very good,  Culverts: Good,  Operating Rating: 54.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 33.0 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2021

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Structure Number: 28C036,  Location: 0.3 MI S CLAYTON RD (Lat: 37.961289,  Lng: -121.994531),  Route carried "on" structure: City street ,  Year Built: 1968,  Status: Open,  Structure Length: 0.76m (2.49ft),  Average Daily Traffic: 28,708 (year 1977),  Truck Traffic: 5%,  Average Future Daily Traffic: 32,065 (year 2038),  Features Intersected: GALINDO CREEK,  Facility Carried by Structure: TREAT BLVD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Base Highway Network: Yes,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 17.0m (55.8ft),  Skew: 32 degrees,  Material/Design: Concrete continuous,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.7m (12.1ft)

Condition: Channel: Excellent,  Culverts: Satisfactory,  Operating Rating: 40.5 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 24.3 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 24 months,  Inspection Date: November 2021

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Structure Number: 28C0367,  Location: 300 FT EST OF ALHAMBRA AV (Lat: 38.003547,  Lng: -122.129808),  Route carried "on" structure: City street ,  Year Built: 1955,  Status: Open,  Structure Length: 1.37m (4.49ft),  Average Daily Traffic: 4,900 (year 1977),  Truck Traffic: 6%,  Average Future Daily Traffic: 8,234 (year 2041),  Design Load: HS 20,  Features Intersected: ARROYO DEL HAMBRE,  Facility Carried by Structure: SHELL AVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 9.8m (32.2ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 13.1m (43.0ft),  Curb or Sidewalk Widths: Left: 1.2m (3.9ft),  Right: 1.2m (3.9ft),  Curb-To-Curb Width: 9.8m (32.2ft),  Out-to-Out Width: 12.2m (40.0ft)

Condition: Deck: Poor,  Superstructure: Fair,  Substructure: Poor,  Channel: Fair,  Operating Rating: 34.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 20.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Meets minimum limits,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 1.37m (4.49ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2021,  Bridge Improvement Cost: $384,000,  Roadway Improvement Cost: $76,000,  Total Project Cost: $645,000 ( Estimate for 2017),  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 28C0368,  Location: 0.1 MI W PINE ST (Lat: 38.011328,  Lng: -122.129094),  Route carried "on" structure: City street ,  Year Built: 1929,  Status: Open,  Structure Length: 0.76m (2.49ft),  Average Daily Traffic: 3,000 (year 2009),  Truck Traffic: 2%,  Average Future Daily Traffic: 3,842 (year 2041),  Features Intersected: ARROYO DEL HAMBRE,  Facility Carried by Structure: BROWN ST
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),  Skew: 3 degrees,  Material/Design: Concrete continuous,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.9m (12.8ft),  Curb or Sidewalk Widths: Left: 3.7m (12.1ft),  Right: 3.7m (12.1ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 16.5m (54.1ft)

Condition: Channel: Fair,  Culverts: Satisfactory,  Operating Rating: 48.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 29.5 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2021

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Structure Number: 28C0369,  Location: AT ESTUDILLO ST (Lat: 38.014206,  Lng: -122.133008),  Route carried "on" structure: City street ,  Year Built: 1987,  Status: Open,  Structure Length: 1.13m (3.71ft),  Average Daily Traffic: 1,876 (year 1984),  Truck Traffic: 2%,  Average Future Daily Traffic: 3,303 (year 2041),  Design Load: HS 20+Mod,  Features Intersected: ARROYO DEL HAMBRE,  Facility Carried by Structure: SUSANA ST
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 9.1m (29.9ft),  Material/Design: Concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 10.4m (34.1ft),  Curb or Sidewalk Widths: Left: 2.4m (7.9ft),  Right: 2.4m (7.9ft),  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 14.6m (47.9ft)

Condition: Deck: Fair,  Superstructure: Satisfactory,  Substructure: Good,  Channel: Satisfactory,  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: Equal to present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 28C0406,  Location: AT ESTUDILLO ST (Lat: 38.016747,  Lng: -122.135981),  Route carried "on" structure: City street ,  Year Built: 1958,  Status: Open,  Structure Length: 1.04m (3.41ft),  Average Daily Traffic: 3,300 (year 2009),  Truck Traffic: 3%,  Average Future Daily Traffic: 3,978 (year 2043),  Design Load: HS 20,  Features Intersected: ARROYO DEL HAMBRE,  Facility Carried by Structure: WARD ST
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: Concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 9.8m (32.2ft),  Curb or Sidewalk Widths: Left: 1.6m (5.2ft),  Right: 1.6m (5.2ft),  Curb-To-Curb Width: 11.0m (36.1ft),  Out-to-Out Width: 14.6m (47.9ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 32.4 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: 24.9 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: Equal to present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 28C0407,  Location: AT ESTUDILLO ST (Lat: 38.017128,  Lng: -122.136667),  Route carried "on" structure: City street ,  Year Built: 1925,  Status: Open,  Structure Length: 1.19m (3.90ft),  Average Daily Traffic: 5,500 (year 2009),  Truck Traffic: 4%,  Average Future Daily Traffic: 6,147 (year 2041),  Features Intersected: ARROYO DEL HAMBRE,  Facility Carried by Structure: MAIN ST
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 11.5m (37.7ft),  Skew: 4 degrees,  Material/Design: Concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 11.0m (36.1ft),  Curb or Sidewalk Widths: Left: 3.2m (10.5ft),  Right: 11.4m (37.4ft),  Curb-To-Curb Width: 11.5m (37.7ft),  Out-to-Out Width: 26.4m (86.6ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Satisfactory,  Operating Rating: 25.3 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 15.2 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: High priority of corrective action,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 28C0457,  Location: 0.4 MI S/W SHELL AVE (Lat: 38.022483,  Lng: -122.125092),  Route carried "on" structure: City street ,  Year Built: 1915,  Status: Open,  Structure Length: 1.46m (4.79ft),  Average Daily Traffic: 14,000 (year 1991),  Truck Traffic: 10%,  Average Future Daily Traffic: 19,759 (year 2041),  Features Intersected: SHELL OIL CO PIPE UC,  Facility Carried by Structure: MARINA VISTA AVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: Private,  Approaching Roadway Width: 5.0m (16.4ft),  Skew: 33 degrees,  Material/Design: Concrete continuous,  Design/Construction: Frame,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 2.8m (9.2ft),  Curb or Sidewalk Widths: Left: 0.5m (1.6ft),  Right: 1.7m (5.6ft),  Curb-To-Curb Width: 9.8m (32.2ft),  Out-to-Out Width: 15.3m (50.2ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Fair,  Operating Rating: 26.9 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 16.2 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Meets minimum limits,  Deck Geometry: Meets minimum limits,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 28 0212,  Location: 04-CC-004-R9.18-MTZ (Lat: 37.995200,  Lng: -122.120528),  Route carried "under" structure: State highway 4,  Year Built: 1975,  Structure Length: 0. m,  Average Daily Traffic: 62,000 (year 2018),  Truck Traffic: 7%,  Features Intersected: STATE ROUTE 4,  Facility Carried by Structure: CENTER AVENUE
Minimum Vertical Clearance: 5.46m (17.91ft),  Kilometerpoint: 9.180,  Lanes on structure: 7,  Lanes under structure: 6,  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 36.9m (121.1ft)

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Structure Number: 28 0214L,  Location: 04-CC-004-R8.55-MTZ (Lat: 37.990622,  Lng: -122.130294),  Route carried "under" structure: City street ,  Year Built: 1967,  Structure Length: 0. m,  Average Daily Traffic: 70,000 (year 2018),  Truck Traffic: 1%,  Features Intersected: ALHAMBRA AVE,  Facility Carried by Structure: STATE ROUTE 4 WB
Minimum Vertical Clearance: 5.05m (16.57ft),  Kilometerpoint: 0.000,  Lanes on structure: 3,  Lanes under structure: 6,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 31.7m (104.0ft)

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Structure Number: 28 0214R,  Location: 04-CC-004-R8.55-MTZ (Lat: 37.990467,  Lng: -122.130211),  Route carried "under" structure: City street ,  Year Built: 1967,  Structure Length: 0. m,  Average Daily Traffic: 70,000 (year 2018),  Truck Traffic: 1%,  Features Intersected: ALHAMBRA AVE,  Facility Carried by Structure: STATE ROUTE 4 EB
Minimum Vertical Clearance: 4.72m (15.49ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 6,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 31.7m (104.0ft)

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Structure Number: 28 0216L,  Location: 04-CC-004-R8.75-MTZ (Lat: 37.991428,  Lng: -122.126764),  Route carried "under" structure: City street ,  Year Built: 1967,  Structure Length: 0. m,  Average Daily Traffic: 59,000 (year 2018),  Truck Traffic: 1%,  Features Intersected: ALHAMBRA WAY,  Facility Carried by Structure: STATE ROUTE 4 WB
Minimum Vertical Clearance: 10.33m (33.89ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Lanes under structure: 2,  Material/Design: Concrete continuous,  Design/Construction: Tee Beam,  Length of Maximum Span: 20.4m (66.9ft)

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Structure Number: 28 0216R,  Location: 04-CC-004-R8.75-MTZ (Lat: 37.991208,  Lng: -122.126639),  Route carried "under" structure: City street ,  Year Built: 1967,  Structure Length: 0. m,  Average Daily Traffic: 59,000 (year 2018),  Truck Traffic: 1%,  Features Intersected: ALHAMBRA WAY,  Facility Carried by Structure: STATE ROUTE 4 EB
Minimum Vertical Clearance: 10.33m (33.89ft),  Kilometerpoint: 0.000,  Lanes on structure: 3,  Lanes under structure: 2,  Material/Design: Concrete continuous,  Design/Construction: Tee Beam,  Length of Maximum Span: 20.4m (66.9ft)

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Structure Number: 28 0217,  Location: 04-CC-004-R11.13-MTZ (Lat: 37.991522,  Lng: -122.086633),  Route carried "under" structure: State highway 4,  Year Built: 1975,  Structure Length: 0. m,  Average Daily Traffic: 62,000 (year 2018),  Truck Traffic: 7%,  Features Intersected: STATE ROUTE 4,  Facility Carried by Structure: MILANO WAY
Minimum Vertical Clearance: 5.63m (18.47ft),  Kilometerpoint: 11.130,  Lanes on structure: 2,  Lanes under structure: 6,  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 48.5m (159.1ft)

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Structure Number: 28 0218L,  Location: 04-CC-004-R10.33-MTZ (Lat: 37.992036,  Lng: -122.101008),  Route carried "under" structure: City street ,  Year Built: 1975,  Structure Length: 0. m,  Average Daily Traffic: 15,000 (year 2018),  Truck Traffic: 2%,  Features Intersected: MORELLO AVE,  Facility Carried by Structure: STATE ROUTE 4 WB
Minimum Vertical Clearance: 5.92m (19.42ft),  Kilometerpoint: 0.000,  Lanes on structure: 3,  Lanes under structure: 7,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 53.6m (175.9ft)

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Structure Number: 28 0218R,  Location: 04-CC-004-R10.33-MTZ (Lat: 37.991753,  Lng: -122.101036),  Route carried "under" structure: City street ,  Year Built: 1975,  Structure Length: 0. m,  Average Daily Traffic: 15,000 (year 2018),  Truck Traffic: 2%,  Features Intersected: MORELLO AVE,  Facility Carried by Structure: STATE ROUTE 4 EB
Minimum Vertical Clearance: 5.31m (17.42ft),  Kilometerpoint: 0.000,  Lanes on structure: 3,  Lanes under structure: 7,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 53.6m (175.9ft)

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Structure Number: 28C0147,  Location: 0.3 MI NE PINE ST (Lat: 38.021558,  Lng: -122.127842),  Route carried "under" structure: City street ,  Year Built: 1935,  Structure Length: 0. m,  Average Daily Traffic: 3,500 (year 1998),  Truck Traffic: 5%,  Features Intersected: MARINA VISTA RD,  Facility Carried by Structure: SHELL OIL CO PIPE
Minimum Vertical Clearance: 5.56m (18.24ft),  Kilometerpoint: 0.000,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Truss - Deck,  Length of Maximum Span: 18.3m (60.0ft)

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Structure Number: 28C0148,  Location: 0.6 MI NE PINE STREET (Lat: 38.023394,  Lng: -122.124997),  Route carried "under" structure: City street ,  Year Built: 1935,  Structure Length: 0. m,  Average Daily Traffic: 3,500 (year 1998),  Truck Traffic: 20%,  Features Intersected: MARINA VISTA ROAD,  Facility Carried by Structure: SHELL OIL CO PIPE
Minimum Vertical Clearance: 4.75m (15.58ft),  Kilometerpoint: 0.000,  Lanes under structure: 3,  Material/Design: Prestressed concrete,  Design/Construction: Tee Beam,  Length of Maximum Span: 18.7m (61.4ft)

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Structure Number: 28C0149,  Location: MARINA VISTA AT SHELL AVE (Lat: 38.024936,  Lng: -122.118406),  Route carried "under" structure: City street ,  Year Built: 1935,  Structure Length: 0. m,  Average Daily Traffic: 3,500 (year 1998),  Truck Traffic: 20%,  Features Intersected: MARINA VISTA,  Facility Carried by Structure: PEDESTRIAN WALKWAY
Minimum Vertical Clearance: 7.14m (23.43ft),  Kilometerpoint: 0.000,  Lanes under structure: 2,  Material/Design: Prestressed concrete,  Design/Construction: Tee Beam,  Length of Maximum Span: 21.9m (71.9ft)

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Structure Number: 28C0153,  Location: 0.1 MI S OF SR 4 (Lat: 37.989506,  Lng: -122.130697),  Route carried "under" structure: City street ,  Year Built: 1935,  Structure Length: 0. m,  Average Daily Traffic: 3,300 (year 2000),  Truck Traffic: 1%,  Features Intersected: ALHAMBRA AVENUE,  Facility Carried by Structure: BNSF RY & AMTRAK
Minimum Vertical Clearance: 16.00m (52.49ft),  Kilometerpoint: 0.000,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 29.9m (98.1ft)

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Structure Number: 28C0153,  Location: 0.1 MI S OF SR 4 (Lat: 37.989506,  Lng: -122.130697),  Route carried "under" structure: City street ,  Year Built: 1935,  Structure Length: 0. m,  Average Daily Traffic: 12,800 (year 1998),  Truck Traffic: 5%,  Features Intersected: ALHAMBRA AVENUE,  Facility Carried by Structure: BNSF RY & AMTRAK
Minimum Vertical Clearance: 18.29m (60.01ft),  Kilometerpoint: 0.000,  Lanes under structure: 4,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 29.9m (98.1ft)

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Structure Number: 28T578,  Location: 04-CC-680-R24.5R-MTZ (Lat: 38.027217,  Lng: -122.113547),  Route carried "under" structure: Interstate 680,  Year Built: 2007,  Structure Length: 0. m,  Average Daily Traffic: 51,000 (year 2009),  Truck Traffic: 8%,  Features Intersected: INTERSTATE 680 NB,  Facility Carried by Structure: TOLL PLAZA CANOPY
Minimum Vertical Clearance: 4.67m (15.32ft),  Kilometerpoint: 24.600,  Lanes under structure: 5,  Toll: Toll bridge,  Material/Design: Concrete,  Design/Construction: Frame,  Length of Maximum Span: 2.5m (8.2ft)