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

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Structure Number: 29 0125,  Location: 10-SJ-099-6.65-MTCA (Lat: 37.797239,  Lng: -121.191033),  Route carried "on" structure: State highway 99,  Year Built: 2007,  Status: Open,  Structure Length: 6.40m (21.00ft),  Average Daily Traffic: 66,000 (year 2016),  Truck Traffic: 15%,  Average Future Daily Traffic: 110,545 (year 2038),  Design Load: HS 20+Mod,  Features Intersected: STATE ROUTE 120
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 6.650,  Lanes on structure: 6,  Lanes under structure: 8,  Base Highway Network: Yes (,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 32.3m (106.0ft),  Skew: 31 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Single/Spread,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 32.0m (105.0ft),  Curb-To-Curb Width: 32.3m (106.0ft),  Out-to-Out Width: 33.5m (109.9ft)

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: 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: October 2020,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 29 0129,  Location: 10-SJ-099-4.89 (Lat: 37.774208,  Lng: -121.179225),  Route carried "on" structure: County highway ,  Year Built: 1954,  Status: Open,  Structure Length: 8.60m (28.22ft),  Average Daily Traffic: 2,190 (year 2009),  Truck Traffic: 1%,  Average Future Daily Traffic: 2,790 (year 2038),  Design Load: HS 20,  Features Intersected: STATE ROUTE 99,  Facility Carried by Structure: AUSTIN ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 6,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 10.4m (34.1ft),  Skew: 4 degrees,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 2,  Number Of Approach Spans: 2,  Length of Maximum Span: 24.7m (81.0ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 0.0m,  Curb-To-Curb Width: 7.6m (24.9ft),  Out-to-Out Width: 10.0m (32.8ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 56.4 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: 40.8 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: High priority of replacement,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: October 2018,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 29 0132L,  Location: 10-SJ-205-R5.94 (Lat: 37.758131,  Lng: -121.453447),  Route carried "on" structure: Interstate 205,  Year Built: 1970,  Year Reconstructed: 2010,  Status: Open,  Structure Length: 2.93m (9.61ft),  Average Daily Traffic: 47,000 (year 2009),  Truck Traffic: 12%,  Average Future Daily Traffic: 75,183 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: CORRAL HOLLOW RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 5.940,  Lanes on structure: 3,  Lanes under structure: 4,  Base Highway Network: Yes (Inventory Route: 2,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 17.1m (56.1ft),  Skew: 2 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 28.7m (94.2ft),  Curb-To-Curb Width: 17.1m (56.1ft),  Out-to-Out Width: 17.9m (58.7ft)

Condition: Deck: Good,  Superstructure: Good,  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: 20.1 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: 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,  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: 29 0133,  Location: 10-SJ-099-7.46-MTCA (Lat: 37.806650,  Lng: -121.198519),  Route carried "on" structure: County highway ,  Year Built: 1955,  Status: Open,  Structure Length: 7.50m (24.61ft),  Average Daily Traffic: 5,400 (year 2009),  Truck Traffic: 1%,  Average Future Daily Traffic: 2,707 (year 2038),  Design Load: HS 20,  Features Intersected: STATE ROUTE 99,  Facility Carried by Structure: COTTAGE AVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 10.0m (32.8ft),  Skew: 4 degrees,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 2,  Number Of Approach Spans: 2,  Length of Maximum Span: 24.1m (79.1ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 0.0m,  Curb-To-Curb Width: 7.9m (25.9ft),  Out-to-Out Width: 10.5m (34.4ft)

Condition: Deck: Poor,  Superstructure: Fair,  Substructure: Fair,  Operating Rating: 67.1 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: 48.3 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: Somewhat better than minimum adequacy,  Deck Geometry: High priority of corrective action,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 7.50m (24.61ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2020,  Bridge Improvement Cost: $787,000,  Roadway Improvement Cost: $157,000,  Total Project Cost: $1,322,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 29 0135,  Location: 10-SJ-099-7.93-MTCA (Lat: 37.811908,  Lng: -121.204972),  Route carried "on" structure: County highway ,  Year Built: 1955,  Status: Open,  Structure Length: 6.97m (22.87ft),  Average Daily Traffic: 6,551 (year 2012),  Truck Traffic: 1%,  Average Future Daily Traffic: 8,801 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: STATE ROUTE 99,  Facility Carried by Structure: LOUISE AVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 11.0m (36.1ft),  Skew: 4 degrees,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 2,  Number Of Approach Spans: 2,  Length of Maximum Span: 22.5m (73.8ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 6.4m (21.0ft),  Out-to-Out Width: 9.9m (32.5ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Fair,  Operating Rating: 52.8 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: 38.2 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: High priority of replacement,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 29 0271L,  Location: 10-SJ-120-R1.33 (Lat: 37.789456,  Lng: -121.287300),  Route carried "on" structure: State highway 120,  Year Built: 1980,  Status: Open,  Structure Length: 3.63m (11.91ft),  Average Daily Traffic: 37,500 (year 2009),  Truck Traffic: 19%,  Average Future Daily Traffic: 55,555 (year 2039),  Design Load: HS 20+Mod,  Features Intersected: GUTHMILLER ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.330,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes (Inventory Route: 1,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 11.9m (39.0ft),  Skew: 1 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 35.9m (117.8ft),  Curb-To-Curb Width: 11.7m (38.4ft),  Out-to-Out Width: 12.7m (41.7ft)

Condition: Deck: Fair,  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: 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: May 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 29 0272L,  Location: 10-SJ-120-R1.81 (Lat: 37.787192,  Lng: -121.278683),  Route carried "on" structure: State highway 120,  Year Built: 1995,  Status: Open,  Structure Length: 6.00m (19.69ft),  Average Daily Traffic: 37,500 (year 2009),  Truck Traffic: 19%,  Average Future Daily Traffic: 55,555 (year 2039),  Design Load: HS 20+Mod,  Features Intersected: UP RR & ACE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.810,  Lanes on structure: 2,  Base Highway Network: Yes (Inventory Route: 1,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 13.1m (43.0ft),  Skew: 4 degrees,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 25.5m (83.7ft),  Curb-To-Curb Width: 12.9m (42.3ft),  Out-to-Out Width: 13.9m (45.6ft)

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

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Structure Number: 29 0272R,  Location: 10-SJ-120-R1.81 (Lat: 37.786989,  Lng: -121.279278),  Route carried "on" structure: State highway 120,  Year Built: 1980,  Status: Open,  Structure Length: 5.95m (19.52ft),  Average Daily Traffic: 37,500 (year 2009),  Truck Traffic: 19%,  Average Future Daily Traffic: 56,675 (year 2041),  Design Load: HS 20+Mod,  Features Intersected: UP RR & ACE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.810,  Lanes on structure: 2,  Base Highway Network: Yes (Inventory Route: 1,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 13.1m (43.0ft),  Skew: 4 degrees,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 25.5m (83.7ft),  Curb-To-Curb Width: 12.6m (41.3ft),  Out-to-Out Width: 13.6m (44.6ft)

Condition: Deck: Poor,  Superstructure: Fair,  Substructure: Good,  Operating Rating: 70.3 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: 54.1 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: 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,  Length Of Structure Improvement: 5.94m (19.49ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2021,  Bridge Improvement Cost: $811,000,  Roadway Improvement Cost: $162,000,  Total Project Cost: $1,362,000 ( Estimate for 2018),  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 29 0273L,  Location: 10-SJ-120-R2.29 (Lat: 37.785089,  Lng: -121.270714),  Route carried "on" structure: State highway 120,  Year Built: 1995,  Status: Open,  Structure Length: 3.66m (12.01ft),  Average Daily Traffic: 37,500 (year 2009),  Truck Traffic: 19%,  Average Future Daily Traffic: 55,555 (year 2039),  Design Load: HS 20+Mod,  Features Intersected: MCKINLEY AVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.290,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes (Inventory Route: 1,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 11.9m (39.0ft),  Skew: 1 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 35.2m (115.5ft),  Curb-To-Curb Width: 11.9m (39.0ft),  Out-to-Out Width: 13.0m (42.7ft)

Condition: Deck: Poor,  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: 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: May 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 29 0273R,  Location: 10-SJ-120-R2.29 (Lat: 37.784736,  Lng: -121.270706),  Route carried "on" structure: State highway 120,  Year Built: 1980,  Status: Open,  Structure Length: 3.63m (11.91ft),  Average Daily Traffic: 37,500 (year 2009),  Truck Traffic: 19%,  Average Future Daily Traffic: 56,675 (year 2041),  Design Load: HS 20+Mod,  Features Intersected: MCKINLEY AVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.290,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes (Inventory Route: 1,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 13.4m (44.0ft),  Skew: 1 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 35.5m (116.5ft),  Curb-To-Curb Width: 12.6m (41.3ft),  Out-to-Out Width: 13.7m (44.9ft)

Condition: Deck: Poor,  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: 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: May 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 29 0274,  Location: 10-SJ-120-R3.32-MTCA (Lat: 37.783511,  Lng: -121.252253),  Route carried "on" structure: City street F102,  Year Built: 1980,  Year Reconstructed: 1995,  Status: Open,  Structure Length: 6.54m (21.46ft),  Average Daily Traffic: 5,000 (year 2009),  Truck Traffic: 5%,  Average Future Daily Traffic: 6,833 (year 2039),  Design Load: HS 20+Mod,  Features Intersected: SR 120,  Facility Carried by Structure: AIRPORT WAY
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 4,  Base Highway Network: Yes,  Owner: State 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: 2,  Length of Maximum Span: 32.5m (106.6ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 13.3m (43.6ft)

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: 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: May 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 29 0275,  Location: 10-SJ-120-R4.31-MTCA (Lat: 37.783592,  Lng: -121.234131),  Route carried "on" structure: City street ,  Year Built: 1980,  Year Reconstructed: 2021,  Status: Open,  Structure Length: 6.54m (21.46ft),  Average Daily Traffic: 5,000 (year 2009),  Truck Traffic: 5%,  Average Future Daily Traffic: 6,161 (year 2039),  Design Load: HS 20+Mod,  Features Intersected: ST RTE 120,  Facility Carried by Structure: UNION ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Lanes under structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 23.3m (76.4ft),  Skew: 20 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 32.5m (106.6ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 3.2m (10.5ft),  Curb-To-Curb Width: 23.3m (76.4ft),  Out-to-Out Width: 27.8m (91.2ft)

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: May 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 29 0276,  Location: 10-SJ-120-R5.31-MTCA (Lat: 37.783664,  Lng: -121.215894),  Route carried "on" structure: City street ,  Year Built: 1980,  Year Reconstructed: 1995,  Status: Open,  Structure Length: 6.54m (21.46ft),  Average Daily Traffic: 7,000 (year 2009),  Truck Traffic: 2%,  Average Future Daily Traffic: 9,973 (year 2041),  Design Load: HS 20+Mod,  Features Intersected: SR 120,  Facility Carried by Structure: MAIN ST
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 32.5m (106.6ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 13.3m (43.6ft)

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: 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: May 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 29 0277L,  Location: 10-SJ-120-R6.13-MTCA (Lat: 37.783481,  Lng: -121.200828),  Route carried "on" structure: State highway 120,  Year Built: 1995,  Status: Open,  Structure Length: 3.35m (10.99ft),  Average Daily Traffic: 20,900 (year 2009),  Truck Traffic: 19%,  Average Future Daily Traffic: 47,353 (year 2039),  Design Load: HS 20+Mod,  Features Intersected: SPRECKLES ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 6.130,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes (Inventory Route: 1,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 11.9m (39.0ft),  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 32.1m (105.3ft),  Curb-To-Curb Width: 11.9m (39.0ft),  Out-to-Out Width: 13.0m (42.7ft)

Condition: Deck: Poor,  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: Equal to present minimum criteria,  Underclear: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 29 0277R,  Location: 10-SJ-120-R6.13-MTCA (Lat: 37.783144,  Lng: -121.200814),  Route carried "on" structure: State highway 120,  Year Built: 1980,  Status: Open,  Structure Length: 3.32m (10.89ft),  Average Daily Traffic: 20,900 (year 2009),  Truck Traffic: 19%,  Average Future Daily Traffic: 49,282 (year 2043),  Design Load: HS 20+Mod,  Features Intersected: SPRECKLES ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 6.130,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes (Inventory Route: 1,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 12.8m (42.0ft),  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 32.9m (107.9ft),  Curb-To-Curb Width: 12.6m (41.3ft),  Out-to-Out Width: 13.6m (44.6ft)

Condition: Deck: Fair,  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: 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: May 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 29 0278L,  Location: 10-SJ-120-R6.33 (Lat: 37.783139,  Lng: -121.196592),  Route carried "on" structure: State highway 120,  Year Built: 1995,  Status: Open,  Structure Length: 15.12m (49.61ft),  Average Daily Traffic: 20,900 (year 2009),  Truck Traffic: 15%,  Average Future Daily Traffic: 32,991 (year 2039),  Design Load: HS 20+Mod,  Features Intersected: UP RR & MOFFAT BLVD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 6.330,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes (Inventory Route: 1,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 11.9m (39.0ft),  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 56.4m (185.0ft),  Curb-To-Curb Width: 11.9m (39.0ft),  Out-to-Out Width: 13.0m (42.7ft)

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: 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: May 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 29 0278R,  Location: 10-SJ-120-R6.36 (Lat: 37.783475,  Lng: -121.197239),  Route carried "on" structure: State highway 120,  Year Built: 1980,  Status: Open,  Structure Length: 11.84m (38.85ft),  Average Daily Traffic: 20,900 (year 2009),  Truck Traffic: 15%,  Average Future Daily Traffic: 34,335 (year 2043),  Design Load: HS 20+Mod,  Features Intersected: UP RR & MOFFAT BLVD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 6.360,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes (Inventory Route: 1,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 13.1m (43.0ft),  Skew: 5 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 59.2m (194.2ft),  Curb-To-Curb Width: 12.6m (41.3ft),  Out-to-Out Width: 13.6m (44.6ft)

Condition: Deck: Fair,  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: Better than present minimum criteria,  Underclear: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 29 0286E,  Location: 10-SJ-120-6.86 (Lat: 37.785261,  Lng: -121.188439),  Route carried "on" structure: Ramp State highway 120,  Year Built: 1980,  Status: Open,  Structure Length: 5.40m (17.72ft),  Average Daily Traffic: 26,000 (year 2009),  Truck Traffic: 18%,  Average Future Daily Traffic: 40,212 (year 2039),  Design Load: HS 20+Mod,  Features Intersected: STATE ROUTE 99
Minimum Vertical Clearance: 5.18m (16.99ft),  Kilometerpoint: 6.860,  Lanes on structure: 2,  Lanes under structure: 6,  Base Highway Network: Yes (Inventory Route: 1,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 12.8m (42.0ft),  Skew: 30 degrees,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 27.4m (89.9ft),  Curb-To-Curb Width: 11.6m (38.1ft),  Out-to-Out Width: 13.3m (43.6ft)

Condition: Deck: Poor,  Superstructure: Fair,  Substructure: Fair,  Operating Rating: 40.5 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: 31.4 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: Superior to present desirable criteria,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Somewhat better than minimum adequacy,  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 29 033,  Location: 10-SJ-099-17.41-STKN (Lat: 37.944392,  Lng: -121.235761),  Route carried "on" structure: City street ,  Year Built: 2016,  Status: Open,  Structure Length: 10.62m (34.84ft),  Average Daily Traffic: 11,700 (year 2015),  Truck Traffic: 2%,  Average Future Daily Traffic: 20,471 (year 2042),  Design Load: HL 93,  Features Intersected: HWY 99,  Facility Carried by Structure: GOLDEN GATE AVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 5,  Lanes under structure: 7,  Owner: State Highway Agency,  Approaching Roadway Width: 23.1m (75.8ft),  Skew: 4 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 37.5m (123.0ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 23.1m (75.8ft),  Out-to-Out Width: 26.8m (87.9ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Fair,  Operating Rating: 42.1 metric tons,  Method Used To Determine Operating Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported by rating factor (RF) using HL93 loadings,  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported by rating factor (RF) using HL93 loadings,  Structural Evaluation: Somewhat better than minimum adequacy,  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: June 2020,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 29 0331,  Location: 10-SJ-099-9.18-MTCA (Lat: 37.826528,  Lng: -121.217750),  Route carried "on" structure: City street ,  Year Built: 2015,  Status: Open,  Structure Length: 8.53m (27.99ft),  Average Daily Traffic: 6,000 (year 2015),  Truck Traffic: 15%,  Average Future Daily Traffic: 8,700 (year 2042),  Design Load: HL 93,  Features Intersected: STATE ROUTE 99,  Facility Carried by Structure: LATHROP ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 6,  Lanes under structure: 8,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 26.8m (87.9ft),  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 42.7m (140.1ft),  Curb or Sidewalk Widths: Left: 2.4m (7.9ft),  Right: 0.0m,  Curb-To-Curb Width: 26.8m (87.9ft),  Out-to-Out Width: 30.0m (98.4ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 42.1 metric tons,  Method Used To Determine Operating Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported by rating factor (RF) using HL93 loadings,  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported by rating factor (RF) using HL93 loadings,  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 24 months,  Inspection Date: October 2020,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 29 0332,  Location: 10-SJ-099-11.47-MTCA (Lat: 37.859664,  Lng: -121.218922),  Route carried "on" structure: State highway 99,  Year Built: 2015,  Status: Open,  Structure Length: 7.38m (24.21ft),  Average Daily Traffic: 70,500 (year 2009),  Truck Traffic: 17%,  Average Future Daily Traffic: 94,146 (year 2043),  Design Load: HL 93,  Features Intersected: UP RR & FRENCH CAMP ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 11.470,  Lanes on structure: 8,  Lanes under structure: 2,  Base Highway Network: Yes (,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 42.2m (138.5ft),  Skew: 32 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 36.2m (118.8ft),  Curb-To-Curb Width: 42.2m (138.5ft),  Out-to-Out Width: 44.1m (144.7ft)

Condition: Deck: Fair,  Superstructure: Good,  Substructure: Fair,  Operating Rating: 42.1 metric tons,  Method Used To Determine Operating Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported by rating factor (RF) using HL93 loadings,  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported by rating factor (RF) using HL93 loadings,  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,  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 29C0076,  Location: 0.7 MI N LONE TREE RD (Lat: 37.837403,  Lng: -121.144714),  Route carried "on" structure: County highway ,  Year Built: 1962,  Status: Open,  Structure Length: 1.77m (5.81ft),  Average Daily Traffic: 3,015 (year 2013),  Truck Traffic: 5%,  Average Future Daily Traffic: 2,734 (year 2042),  Design Load: HS 20,  Features Intersected: LONE TREE CREEK,  Facility Carried by Structure: JACK TONE ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 10.1m (33.1ft),  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 8.5m (27.9ft),  Curb-To-Curb Width: 9.8m (32.2ft),  Out-to-Out Width: 10.0m (32.8ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Good,  Channel: Satisfactory,  Operating Rating: 56.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 34.0 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 desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2020,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 29C0158,  Location: 1.2 MI N LONE TREE RD (Lat: 37.844189,  Lng: -121.145022),  Route carried "on" structure: County highway ,  Year Built: 1962,  Status: Open,  Structure Length: 0.79m (2.59ft),  Average Daily Traffic: 1,761 (year 2013),  Truck Traffic: 5%,  Average Future Daily Traffic: 2,663 (year 2037),  Design Load: H 20,  Features Intersected: LONE TREE CREEK,  Facility Carried by Structure: JACK TONE ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 10.0m (32.8ft),  Material/Design: Concrete continuous,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 2.4m (7.9ft),  Curb-To-Curb Width: 10.0m (32.8ft),  Out-to-Out Width: 10.6m (34.8ft)

Condition: Channel: Satisfactory,  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,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 29C0159,  Location: 1.9 MI N. LONE TREE RD (Lat: 37.853478,  Lng: -121.145458),  Route carried "on" structure: County highway ,  Year Built: 1962,  Status: Open,  Structure Length: 1.77m (5.81ft),  Average Daily Traffic: 1,761 (year 2017),  Truck Traffic: 5%,  Average Future Daily Traffic: 1,594 (year 2038),  Design Load: HS 20,  Features Intersected: TEMPLE CREEK,  Facility Carried by Structure: JACK TONE ROAD
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),  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 8.2m (26.9ft),  Curb-To-Curb Width: 9.8m (32.2ft),  Out-to-Out Width: 9.9m (32.5ft)

Condition: Deck: Poor,  Superstructure: Poor,  Substructure: Good,  Channel: Good,  Operating Rating: 56.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 34.0 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Meets minimum limits,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1.77m (5.81ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2021,  Bridge Improvement Cost: $176,000,  Roadway Improvement Cost: $35,000,  Total Project Cost: $295,000 ( Estimate for 2017),  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 29C0284,  Location: 0.4 MI E OF OAK STREET (Lat: 37.770433,  Lng: -121.292303),  Route carried "on" structure: County highway ,  Year Built: 1988,  Status: Open,  Structure Length: 2.97m (9.74ft),  Average Daily Traffic: 398 (year 2013),  Truck Traffic: 10%,  Average Future Daily Traffic: 712 (year 2042),  Design Load: HS 20+Mod,  Features Intersected: WALTHALL SLOUGH,  Facility Carried by Structure: WILLIAMSON RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 6.7m (22.0ft),  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 11.6m (38.1ft),  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 9.5m (31.2ft)

Condition: Deck: Good,  Superstructure: Good,  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: Better than present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: September 2020,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 29C0355,  Location: 0.6 MI N OF FRENCH CAMP (Lat: 37.855531,  Lng: -121.185233),  Route carried "on" structure: County highway ,  Year Built: 1969,  Status: Open,  Structure Length: 1.77m (5.81ft),  Average Daily Traffic: 442 (year 2013),  Truck Traffic: 5%,  Average Future Daily Traffic: 653 (year 2040),  Design Load: HS 20,  Features Intersected: LONE TREE CREEK,  Facility Carried by Structure: AUSTIN ROAD
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: 3 degrees,  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 8.5m (27.9ft),  Curb-To-Curb Width: 9.8m (32.2ft),  Out-to-Out Width: 10.3m (33.8ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Fair,  Operating Rating: 54.1 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: Equal to 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: September 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 29 0125,  Location: 10-SJ-099-6.65-MTCA (Lat: 37.797239,  Lng: -121.191033),  Route carried "under" structure: State highway 120,  Year Built: 2007,  Structure Length: 0. m,  Average Daily Traffic: 14,100 (year 2009),  Truck Traffic: 15%,  Features Intersected: STATE ROUTE 120,  Facility Carried by Structure: STATE ROUTE 99
Minimum Vertical Clearance: 4.82m (15.81ft),  Kilometerpoint: 6.200,  Lanes on structure: 6,  Lanes under structure: 8,  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Single/Spread,  Length of Maximum Span: 32.0m (105.0ft)

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Structure Number: 29 0129,  Location: 10-SJ-099-4.89 (Lat: 37.774208,  Lng: -121.179225),  Route carried "under" structure: State highway 99,  Year Built: 1954,  Structure Length: 0. m,  Average Daily Traffic: 105,500 (year 2009),  Truck Traffic: 20%,  Features Intersected: STATE ROUTE 99,  Facility Carried by Structure: AUSTIN ROAD
Minimum Vertical Clearance: 4.65m (15.26ft),  Kilometerpoint: 4.890,  Lanes on structure: 2,  Lanes under structure: 6,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 24.7m (81.0ft)

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Structure Number: 29 0133,  Location: 10-SJ-099-7.46-MTCA (Lat: 37.806650,  Lng: -121.198519),  Route carried "under" structure: State highway 99,  Year Built: 1955,  Structure Length: 0. m,  Average Daily Traffic: 66,000 (year 2009),  Truck Traffic: 15%,  Features Intersected: STATE ROUTE 99,  Facility Carried by Structure: COTTAGE AVE
Minimum Vertical Clearance: 4.45m (14.60ft),  Kilometerpoint: 7.460,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 24.1m (79.1ft)

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Structure Number: 29 0135,  Location: 10-SJ-099-7.93-MTCA (Lat: 37.811908,  Lng: -121.204972),  Route carried "under" structure: State highway 99,  Year Built: 1955,  Structure Length: 0. m,  Average Daily Traffic: 86,000 (year 2009),  Truck Traffic: 21%,  Features Intersected: STATE ROUTE 99,  Facility Carried by Structure: LOUISE AVE
Minimum Vertical Clearance: 4.49m (14.73ft),  Kilometerpoint: 7.930,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 22.5m (73.8ft)

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Structure Number: 29 0273L,  Location: 10-SJ-120-R2.29 (Lat: 37.785089,  Lng: -121.270714),  Route carried "under" structure: County highway ,  Year Built: 1995,  Structure Length: 0. m,  Average Daily Traffic: 1,782 (year 2010),  Truck Traffic: 3%,  Features Intersected: MCKINLEY AVE,  Facility Carried by Structure: SR 120 WB
Minimum Vertical Clearance: 4.67m (15.32ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 35.2m (115.5ft)

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Structure Number: 29 0273R,  Location: 10-SJ-120-R2.29 (Lat: 37.784736,  Lng: -121.270706),  Route carried "under" structure: County highway ,  Year Built: 1980,  Structure Length: 0. m,  Average Daily Traffic: 1,782 (year 2010),  Truck Traffic: 3%,  Features Intersected: MCKINLEY AVE,  Facility Carried by Structure: SR 120 EB
Minimum Vertical Clearance: 4.67m (15.32ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 35.5m (116.5ft)

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Structure Number: 29 0274,  Location: 10-SJ-120-R3.32-MTCA (Lat: 37.783511,  Lng: -121.252253),  Route carried "under" structure: State highway 120,  Year Built: 1980,  Structure Length: 0. m,  Average Daily Traffic: 68,000 (year 2009),  Truck Traffic: 19%,  Features Intersected: SR 120,  Facility Carried by Structure: AIRPORT WAY
Minimum Vertical Clearance: 5.13m (16.83ft),  Kilometerpoint: 3.320,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 32.5m (106.6ft)

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Structure Number: 29 0275,  Location: 10-SJ-120-R4.31-MTCA (Lat: 37.783592,  Lng: -121.234131),  Route carried "under" structure: State highway 120,  Year Built: 1980,  Structure Length: 0. m,  Average Daily Traffic: 68,000 (year 2009),  Truck Traffic: 19%,  Features Intersected: ST RTE 120,  Facility Carried by Structure: UNION ROAD
Minimum Vertical Clearance: 5.08m (16.67ft),  Kilometerpoint: 4.310,  Lanes on structure: 4,  Lanes under structure: 4,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 32.5m (106.6ft)

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Structure Number: 29 0276,  Location: 10-SJ-120-R5.31-MTCA (Lat: 37.783664,  Lng: -121.215894),  Route carried "under" structure: State highway 120,  Year Built: 1980,  Structure Length: 0. m,  Average Daily Traffic: 72,000 (year 2009),  Truck Traffic: 19%,  Features Intersected: SR 120,  Facility Carried by Structure: MAIN ST
Minimum Vertical Clearance: 4.90m (16.08ft),  Kilometerpoint: 5.310,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 32.5m (106.6ft)

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Structure Number: 29 0277L,  Location: 10-SJ-120-R6.13-MTCA (Lat: 37.783481,  Lng: -121.200828),  Route carried "under" structure: City street ,  Year Built: 1995,  Structure Length: 0. m,  Average Daily Traffic: 1,165 (year 2017),  Truck Traffic: 3%,  Features Intersected: SPRECKLES ROAD,  Facility Carried by Structure: SR 120 WB
Minimum Vertical Clearance: 5.30m (17.39ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 32.1m (105.3ft)

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Structure Number: 29 0277R,  Location: 10-SJ-120-R6.13-MTCA (Lat: 37.783144,  Lng: -121.200814),  Route carried "under" structure: City street ,  Year Built: 1980,  Structure Length: 0. m,  Average Daily Traffic: 1,165 (year 2017),  Truck Traffic: 3%,  Features Intersected: SPRECKLES ROAD,  Facility Carried by Structure: SR 120 EB
Minimum Vertical Clearance: 5.61m (18.41ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 32.9m (107.9ft)

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Structure Number: 29 0278L,  Location: 10-SJ-120-R6.33 (Lat: 37.783139,  Lng: -121.196592),  Route carried "under" structure: County highway ,  Year Built: 1995,  Structure Length: 0. m,  Average Daily Traffic: 5,400 (year 2010),  Truck Traffic: 3%,  Features Intersected: UP RR & MOFFAT BLVD,  Facility Carried by Structure: SR 120 WB
Minimum Vertical Clearance: 7.67m (25.16ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 56.4m (185.0ft)

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Structure Number: 29 0278R,  Location: 10-SJ-120-R6.36 (Lat: 37.783475,  Lng: -121.197239),  Route carried "under" structure: City street ,  Year Built: 1980,  Structure Length: 0. m,  Average Daily Traffic: 5,400 (year 2010),  Truck Traffic: 3%,  Features Intersected: UP RR & MOFFAT BLVD,  Facility Carried by Structure: SR 120 EB
Minimum Vertical Clearance: 7.79m (25.56ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 59.2m (194.2ft)

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Structure Number: 29 0286E,  Location: 10-SJ-120-6.86 (Lat: 37.785261,  Lng: -121.188439),  Route carried "under" structure: State highway 99,  Year Built: 1980,  Structure Length: 0. m,  Average Daily Traffic: 83,000 (year 2009),  Truck Traffic: 25%,  Features Intersected: STATE ROUTE 99
Minimum Vertical Clearance: 5.23m (17.16ft),  Kilometerpoint: 5.820,  Lanes on structure: 2,  Lanes under structure: 6,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 27.4m (89.9ft)

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Structure Number: 29 0331,  Location: 10-SJ-099-9.18-MTCA (Lat: 37.826528,  Lng: -121.217750),  Route carried "under" structure: State highway 99,  Year Built: 2015,  Structure Length: 0. m,  Average Daily Traffic: 67,000 (year 2009),  Truck Traffic: 25%,  Features Intersected: STATE ROUTE 99,  Facility Carried by Structure: LATHROP ROAD
Minimum Vertical Clearance: 5.35m (17.55ft),  Kilometerpoint: 9.180,  Lanes on structure: 6,  Lanes under structure: 8,  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 42.7m (140.1ft)

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Structure Number: 29 0332,  Location: 10-SJ-099-11.47-MTCA (Lat: 37.859664,  Lng: -121.218922),  Route carried "under" structure: County highway ,  Year Built: 2015,  Structure Length: 0. m,  Average Daily Traffic: 2,000 (year 2015),  Truck Traffic: 5%,  Features Intersected: UP RR & FRENCH CAMP ROAD,  Facility Carried by Structure: STATE ROUTE 99
Minimum Vertical Clearance: 7.23m (23.72ft),  Kilometerpoint: 0.000,  Lanes on structure: 8,  Lanes under structure: 2,  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 36.2m (118.8ft)