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

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Structure Number: 29C0083L,  Location: 0.1 MI S. SCHULTE RD (Lat: 37.720744,  Lng: -121.533700),  Route carried "on" structure: County highway ,  Year Built: 1993,  Status: Open,  Structure Length: 6.95m (22.80ft),  Average Daily Traffic: 4,403 (year 2009),  Truck Traffic: 50%,  Average Future Daily Traffic: 12,531 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: CALIFORNIA AQUEDUCT,  Facility Carried by Structure: MOUNTAIN HOUSE RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 9.1m (29.9ft),  Skew: 1 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 48.8m (160.1ft),  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 10.2m (33.5ft)

Condition: Deck: Fair,  Superstructure: Good,  Substructure: Good,  Channel: Very good,  Operating Rating: 54.1 metric tons,  Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Equal to present desirable criteria,  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: 29C0083R,  Location: 0.1 MI S SCHULTE RD (Lat: 37.720722,  Lng: -121.533503),  Route carried "on" structure: County highway ,  Year Built: 1967,  Status: Open,  Structure Length: 4.72m (15.49ft),  Average Daily Traffic: 4,403 (year 2009),  Truck Traffic: 50%,  Average Future Daily Traffic: 6,121 (year 2040),  Design Load: HS 20,  Features Intersected: CALIFORNIA AQUEDUCT,  Facility Carried by Structure: MOUNTAIN HOUSE 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: 1 degrees,  Material/Design: Concrete continuous,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 23.8m (78.1ft),  Curb-To-Curb Width: 9.8m (32.2ft),  Out-to-Out Width: 10.4m (34.1ft)

Condition: Deck: Fair,  Superstructure: Good,  Substructure: Fair,  Channel: Very good,  Operating Rating: 33.4 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: 25.9 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 72 months,  Inspection Date: June 2020,  Underwater Inspection Date: Febuary 2018,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 29C0179,  Location: 3.3 MI SW OF I-580 (Lat: 37.639797,  Lng: -121.491411),  Route carried "on" structure: County highway ,  Year Built: 1959,  Status: Open,  Structure Length: 1.52m (4.99ft),  Average Daily Traffic: 1,006 (year 2013),  Truck Traffic: 10%,  Average Future Daily Traffic: 3,989 (year 2040),  Features Intersected: CORRAL HOLLOW CREEK,  Facility Carried by Structure: CORRAL HOLLOW RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 9.5m (31.2ft),  Skew: 3 degrees,  Material/Design: Concrete continuous,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 3.7m (12.1ft),  Curb-To-Curb Width: 9.5m (31.2ft),  Out-to-Out Width: 9.8m (32.2ft)

Condition: Channel: Satisfactory,  Culverts: Satisfactory,  Operating Rating: 54.1 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: June 2020

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Structure Number: 29C0181,  Location: 2.6 MI SW OF I-580 (Lat: 37.651000,  Lng: -121.488992),  Route carried "on" structure: County highway ,  Year Built: 1959,  Status: Open,  Structure Length: 1.52m (4.99ft),  Average Daily Traffic: 1,006 (year 2013),  Truck Traffic: 10%,  Average Future Daily Traffic: 3,989 (year 2040),  Features Intersected: CORRAL HOLLOW CREEK,  Facility Carried by Structure: CORRAL HOLLOW RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 9.3m (30.5ft),  Skew: 3 degrees,  Material/Design: Concrete continuous,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 3.7m (12.1ft),  Curb-To-Curb Width: 9.3m (30.5ft),  Out-to-Out Width: 9.8m (32.2ft)

Condition: Channel: Satisfactory,  Culverts: Good,  Operating Rating: 54.1 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Meets minimum limits,  Approach Roadway Alignment: Somewhat better than minimum adequacy,  Designated Inspection Frequency: Every 48 months,  Inspection Date: June 2020

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Structure Number: 29C0182,  Location: 2.1 MI SW OF S.H. 580 (Lat: 37.656450,  Lng: -121.486714),  Route carried "on" structure: County highway ,  Year Built: 1959,  Status: Open,  Structure Length: 1.56m (5.12ft),  Average Daily Traffic: 1,006 (year 2013),  Truck Traffic: 5%,  Average Future Daily Traffic: 4,020 (year 2040),  Features Intersected: CORRAL HOLLOW CREEK,  Facility Carried by Structure: CORRAL HOLLOW RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: County Highway Agency,  Approaching Roadway Width: 9.3m (30.5ft),  Material/Design: Concrete continuous,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 3.9m (12.8ft),  Curb-To-Curb Width: 9.6m (31.5ft),  Out-to-Out Width: 9.8m (32.2ft)

Condition: Channel: Good,  Culverts: Satisfactory,  Operating Rating: 54.1 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Somewhat better than minimum adequacy,  Designated Inspection Frequency: Every 48 months,  Inspection Date: June 2020

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Structure Number: 29C0183,  Location: 1.5 MI SW OF I-580 (Lat: 37.658042,  Lng: -121.476408),  Route carried "on" structure: County highway ,  Year Built: 1959,  Status: Open,  Structure Length: 1.58m (5.18ft),  Average Daily Traffic: 1,006 (year 2013),  Truck Traffic: 5%,  Average Future Daily Traffic: 4,020 (year 2040),  Features Intersected: CORRAL HOLLOW CREEK,  Facility Carried by Structure: CORRAL HOLLOW RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 9.3m (30.5ft),  Skew: 3 degrees,  Material/Design: Concrete continuous,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 3.7m (12.1ft),  Curb-To-Curb Width: 9.6m (31.5ft),  Out-to-Out Width: 9.8m (32.2ft)

Condition: Channel: Good,  Culverts: Satisfactory,  Operating Rating: 54.1 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 48 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: 29C0184,  Location: 0.9 MI SW OF I-580 (Lat: 37.662819,  Lng: -121.468553),  Route carried "on" structure: County highway ,  Year Built: 1959,  Status: Open,  Structure Length: 1.58m (5.18ft),  Average Daily Traffic: 1,006 (year 2013),  Truck Traffic: 5%,  Average Future Daily Traffic: 4,020 (year 2040),  Features Intersected: CORRAL HOLLOW CREEK,  Facility Carried by Structure: CORRAL HOLLOW RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 9.3m (30.5ft),  Material/Design: Concrete continuous,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 3.9m (12.8ft),  Curb-To-Curb Width: 9.6m (31.5ft),  Out-to-Out Width: 9.8m (32.2ft)

Condition: Channel: Satisfactory,  Culverts: Satisfactory,  Operating Rating: 54.1 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Equal to present minimum criteria,  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: June 2020

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Structure Number: 29C0185,  Location: 0.9 MI N OF S.H. 580 (Lat: 37.679875,  Lng: -121.452706),  Route carried "on" structure: County highway ,  Year Built: 1967,  Status: Open,  Structure Length: 5.21m (17.09ft),  Average Daily Traffic: 550 (year 1982),  Truck Traffic: 20%,  Average Future Daily Traffic: 1,087 (year 2040),  Design Load: HS 20,  Features Intersected: CALIFORNIA AQUEDUCT,  Facility Carried by Structure: CORRAL HOLLOW RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: State Agenciy,  Maintenance Responsibility: City or Municipal Highway Agency,  Approaching Roadway Width: 9.4m (30.8ft),  Skew: 3 degrees,  Material/Design: Concrete continuous,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 26.2m (86.0ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 9.8m (32.2ft),  Out-to-Out Width: 10.2m (33.5ft)

Condition: Deck: Poor,  Superstructure: Fair,  Substructure: Fair,  Channel: Very good,  Operating Rating: 43.4 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: 32.1 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,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 72 months,  Inspection Date: June 2020,  Underwater Inspection Date: Febuary 2018,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 29C0186,  Location: 1.5 MI N OF I-580 (Lat: 37.691600,  Lng: -121.452772),  Route carried "on" structure: County highway ,  Year Built: 1947,  Status: Open,  Structure Length: 3.26m (10.70ft),  Average Daily Traffic: 1,006 (year 2013),  Truck Traffic: 20%,  Average Future Daily Traffic: 1,087 (year 2040),  Design Load: H 20,  Features Intersected: DELTA-MENDOTA CANAL,  Facility Carried by Structure: CORRAL HOLLOW ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Material/Design: Concrete continuous,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 12.2m (40.0ft),  Curb or Sidewalk Widths: Left: 0.6m (2.0ft),  Right: 0.6m (2.0ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 8.7m (28.5ft)

Condition: Deck: Fair,  Superstructure: Good,  Substructure: Fair,  Channel: Very good,  Operating Rating: 25.3 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: 19.4 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 72 months,  Inspection Date: June 2020,  Underwater Inspection Date: May 2020,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 29C022,  Location: 0.5 MI N OF S.H. 132 (Lat: 37.643475,  Lng: -121.397600),  Route carried "on" structure: County highway ,  Year Built: 1965,  Status: Open,  Structure Length: 4.63m (15.19ft),  Average Daily Traffic: 1,000 (year 1982),  Truck Traffic: 10%,  Average Future Daily Traffic: 2,173 (year 2040),  Features Intersected: CALIFORNIA AQUEDUCT,  Facility Carried by Structure: CHRISMAN RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: State Agenciy,  Maintenance Responsibility: County Highway Agency,  Approaching Roadway Width: 9.8m (32.2ft),  Material/Design: Concrete continuous,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 22.6m (74.1ft),  Curb or Sidewalk Widths: Left: 0.3m (1.0ft),  Right: 0.3m (1.0ft),  Curb-To-Curb Width: 9.8m (32.2ft),  Out-to-Out Width: 10.4m (34.1ft)

Condition: Deck: Fair,  Superstructure: Good,  Substructure: Fair,  Channel: Very good,  Operating Rating: 39.9 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 28.5 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 72 months,  Inspection Date: June 2020,  Underwater Inspection Date: Febuary 2018,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 29C0221,  Location: 0.9 MI N DURHAM FERRY RD (Lat: 37.680547,  Lng: -121.397842),  Route carried "on" structure: County highway ,  Year Built: 1960,  Status: Open,  Structure Length: 1.28m (4.20ft),  Average Daily Traffic: 3,000 (year 2009),  Truck Traffic: 5%,  Average Future Daily Traffic: 3,144 (year 2040),  Features Intersected: CORRAL HOLLOW CREEK,  Facility Carried by Structure: CHRISMAN RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 9.1m (29.9ft),  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 6.1m (20.0ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 12.4m (40.7ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 50.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 30.5 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Superior to present desirable 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,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 29C0312,  Location: 0.1 MI S OF CANAL BLVD (Lat: 37.773975,  Lng: -121.382536),  Route carried "on" structure: County highway ,  Year Built: 1980,  Status: Open,  Structure Length: 4.65m (15.26ft),  Average Daily Traffic: 912 (year 2013),  Truck Traffic: 10%,  Average Future Daily Traffic: 640 (year 2037),  Design Load: HS 20+Mod,  Features Intersected: TOM PAINE SLOUGH,  Facility Carried by Structure: PARADISE ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 6.1m (20.0ft),  Skew: 9 degrees,  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 9.1m (29.9ft),  Curb-To-Curb Width: 8.7m (28.5ft),  Out-to-Out Width: 9.0m (29.5ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Good,  Channel: Satisfactory,  Operating Rating: 80.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 48.3 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Somewhat better than minimum adequacy,  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 60 months,  Inspection Date: September 2020,  Underwater Inspection Date: August 2020,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 29C0313,  Location: 0.1 MI S OF CANAL BLVD (Lat: 37.784031,  Lng: -121.414578),  Route carried "on" structure: County highway ,  Year Built: 1987,  Status: Open,  Structure Length: 4.47m (14.67ft),  Average Daily Traffic: 1,036 (year 2004),  Truck Traffic: 10%,  Average Future Daily Traffic: 766 (year 2042),  Design Load: HS 20+Mod,  Features Intersected: TOM PAINE SLOUGH,  Facility Carried by Structure: MACARTHUR DRIVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Skew: 2 degrees,  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 11.0m (36.1ft),  Curb-To-Curb Width: 9.3m (30.5ft),  Out-to-Out Width: 9.7m (31.8ft)

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: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 48 months,  Underwater Inspection Frequency: Every 60 months,  Inspection Date: September 2020,  Underwater Inspection Date: August 2020,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 29C032,  Location: 1.3 MI N OF SR 580 (Lat: 37.677494,  Lng: -121.434364),  Route carried "on" structure: County highway ,  Year Built: 1990,  Status: Open,  Structure Length: 1.83m (6.00ft),  Average Daily Traffic: 999 (year 2013),  Truck Traffic: 20%,  Average Future Daily Traffic: 2,173 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: CORRAL HOLLOW CREEK,  Facility Carried by Structure: TRACY BOULEVARD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 6.1m (20.0ft),  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 9.1m (29.9ft),  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 9.3m (30.5ft)

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

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Structure Number: 29C033,  Location: 0.6 MI N OF LONE TREE RD (Lat: 37.835431,  Lng: -121.108178),  Route carried "on" structure: County highway ,  Year Built: 1926,  Status: Open,  Structure Length: 1.13m (3.71ft),  Average Daily Traffic: 380 (year 2013),  Truck Traffic: 5%,  Average Future Daily Traffic: 544 (year 2040),  Design Load: H 15,  Features Intersected: LONE TREE CREEK,  Facility Carried by Structure: MURPHY ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 5.1m (16.7ft),  Skew: 3 degrees,  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 5.3m (17.4ft),  Curb-To-Curb Width: 6.1m (20.0ft),  Out-to-Out Width: 6.7m (22.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 46.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 28.2 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  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,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 29C0335,  Location: 0.8 MI S OF I-205 (Lat: 37.729981,  Lng: -121.531264),  Route carried "on" structure: County highway ,  Year Built: 1993,  Status: Open,  Structure Length: 5.21m (17.09ft),  Average Daily Traffic: 7,819 (year 2007),  Truck Traffic: 15%,  Average Future Daily Traffic: 9,182 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: DELTA-MENDOTA CANAL,  Facility Carried by Structure: MOUNTAIN HOUSE RD
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: 9.1m (29.9ft),  Skew: 2 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 41.8m (137.1ft),  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 10.2m (33.5ft)

Condition: Deck: Fair,  Superstructure: Good,  Substructure: Good,  Channel: Very good,  Operating Rating: 54.1 metric tons,  Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: High priority of corrective action,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Better than 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: 29C034,  Location: 1.0 MI N FRENCH CAMP/RD (Lat: 37.899072,  Lng: -121.270669),  Route carried "on" structure: County highway ,  Year Built: 1923,  Year Reconstructed: 1972,  Status: Open,  Structure Length: 2.10m (6.89ft),  Average Daily Traffic: 4,300 (year 2017),  Truck Traffic: 22%,  Average Future Daily Traffic: 3,207 (year 2039),  Features Intersected: N BR FRENCH CAMP SLOUGH,  Facility Carried by Structure: MCKINLEY ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 5.2m (17.1ft),  Curb-To-Curb Width: 10.1m (33.1ft),  Out-to-Out Width: 10.7m (35.1ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Good,  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: Equal to present minimum criteria,  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: Febuary 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete

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Structure Number: 29C0346,  Location: 0.2 MI W HANSEN RD (Lat: 37.721856,  Lng: -121.517397),  Route carried "on" structure: County highway ,  Year Built: 1993,  Status: Open,  Structure Length: 4.84m (15.88ft),  Average Daily Traffic: 6,662 (year 2013),  Truck Traffic: 15%,  Average Future Daily Traffic: 8,161 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: DELTA-MENDOTA CANAL,  Facility Carried by Structure: SCHULTE ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 14.0m (45.9ft),  Skew: 1 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 39.9m (130.9ft),  Curb-To-Curb Width: 14.0m (45.9ft),  Out-to-Out Width: 15.1m (49.5ft)

Condition: Deck: Fair,  Superstructure: Good,  Substructure: Good,  Channel: Excellent,  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,  Waterway Adequacy: Equal to present desirable criteria,  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: 29C0347,  Location: 0.3 MI S SCHULTE RD (Lat: 37.718047,  Lng: -121.513033),  Route carried "on" structure: County highway ,  Year Built: 1993,  Status: Open,  Structure Length: 4.83m (15.85ft),  Average Daily Traffic: 2,119 (year 2013),  Truck Traffic: 15%,  Average Future Daily Traffic: 4,081 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: DELTA-MENDOTA CANAL,  Facility Carried by Structure: HANSEN ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 14.6m (47.9ft),  Skew: 1 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 39.3m (128.9ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 1.6m (5.2ft),  Curb-To-Curb Width: 13.4m (44.0ft),  Out-to-Out Width: 15.8m (51.8ft)

Condition: Deck: Fair,  Superstructure: Good,  Substructure: Good,  Channel: Very good,  Operating Rating: 54.1 metric tons,  Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Waterway Adequacy: Equal to present desirable 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: 29C0348,  Location: 0.8 MI S VALPICO ROAD (Lat: 37.699147,  Lng: -121.476467),  Route carried "on" structure: County highway ,  Year Built: 1950,  Status: Open,  Structure Length: 3.30m (10.83ft),  Average Daily Traffic: 1,439 (year 2013),  Truck Traffic: 10%,  Average Future Daily Traffic: 3,000 (year 2037),  Design Load: HS 15,  Features Intersected: DELTA-MENDOTA CANAL,  Facility Carried by Structure: LAMMERS ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 5.2m (17.1ft),  Skew: 1 degrees,  Material/Design: Concrete continuous,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 12.2m (40.0ft),  Curb or Sidewalk Widths: Left: 0.7m (2.3ft),  Right: 0.7m (2.3ft),  Curb-To-Curb Width: 6.1m (20.0ft),  Out-to-Out Width: 7.5m (24.6ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Fair,  Channel: Very good,  Operating Rating: 27.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 16.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Meets minimum limits,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 72 months,  Inspection Date: June 2020,  Underwater Inspection Date: May 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 29C0349,  Location: 2.6 MI S LINNE ROAD (Lat: 37.658569,  Lng: -121.416033),  Route carried "on" structure: County highway ,  Year Built: 1950,  Status: Open,  Structure Length: 3.29m (10.79ft),  Average Daily Traffic: 2,165 (year 2013),  Truck Traffic: 1%,  Average Future Daily Traffic: 3,061 (year 2040),  Design Load: HS 15,  Features Intersected: DELTA-MENDOTA CANAL,  Facility Carried by Structure: MACARTHUR DRIVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 4.9m (16.1ft),  Material/Design: Concrete continuous,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 12.2m (40.0ft),  Curb or Sidewalk Widths: Left: 0.7m (2.3ft),  Right: 0.7m (2.3ft),  Curb-To-Curb Width: 6.2m (20.3ft),  Out-to-Out Width: 7.5m (24.6ft)

Condition: Deck: Fair,  Superstructure: Good,  Substructure: Fair,  Channel: Very good,  Operating Rating: 31.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 19.1 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 72 months,  Inspection Date: June 2020,  Underwater Inspection Date: May 2020,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 29C0369,  Location: 1.1 MI S LINNE RD (Lat: 37.680833,  Lng: -121.416144),  Route carried "on" structure: County highway ,  Year Built: 1967,  Status: Open,  Structure Length: 1.28m (4.20ft),  Average Daily Traffic: 2,165 (year 2013),  Truck Traffic: 30%,  Average Future Daily Traffic: 1,087 (year 2040),  Design Load: HS 20,  Features Intersected: CORRAL HOLLOW CREEK,  Facility Carried by Structure: MAC ARTHUR DR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 7.0m (23.0ft),  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 6.1m (20.0ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 12.4m (40.7ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Good,  Channel: Good,  Operating Rating: 50.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 30.5 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: 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: 29C0383,  Location: 2.5 MI S OF UNNE RD (Lat: 37.660706,  Lng: -121.434306),  Route carried "on" structure: County highway ,  Year Built: 1967,  Status: Open,  Structure Length: 6.37m (20.90ft),  Average Daily Traffic: 1,589 (year 2002),  Truck Traffic: 5%,  Average Future Daily Traffic: 2,173 (year 2040),  Design Load: HS 20,  Features Intersected: CALIFORNIA AQUEDUCT,  Facility Carried by Structure: TRACY BLVD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: State Agenciy,  Approaching Roadway Width: 7.3m (24.0ft),  Skew: 4 degrees,  Material/Design: Concrete continuous,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 24.4m (80.1ft),  Curb or Sidewalk Widths: Left: 0.3m (1.0ft),  Right: 0.3m (1.0ft),  Curb-To-Curb Width: 9.8m (32.2ft),  Out-to-Out Width: 10.4m (34.1ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Fair,  Channel: Very good,  Operating Rating: 34.3 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: 26.6 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: Somewhat better than minimum adequacy,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 72 months,  Inspection Date: June 2020,  Underwater Inspection Date: Febuary 2018,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 29C0441,  Location: N OF ROUTE 205 (Lat: 37.768572,  Lng: -121.373856),  Route carried "on" structure: Business County highway ,  Year Built: 2011,  Status: Open,  Structure Length: 3.23m (10.60ft),  Average Daily Traffic: 258 (year 2013),  Truck Traffic: 5%,  Average Future Daily Traffic: 417 (year 2042),  Design Load: HS 20+Mod,  Features Intersected: TOM PAINE SLOUGH,  Facility Carried by Structure: EL RANCHO ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 8.5m (27.9ft),  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 12.2m (40.0ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 9.4m (30.8ft)

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: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 48 months,  Underwater Inspection Frequency: Every 60 months,  Inspection Date: September 2020,  Underwater Inspection Date: August 2020,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 29C0475,  Location: 0.8 MI S OF W SCHULTE RD (Lat: 37.709986,  Lng: -121.512958),  Route carried "on" structure: County highway ,  Year Built: 1965,  Status: Open,  Structure Length: 4.48m (14.70ft),  Average Daily Traffic: 1,932 (year 2019),  Truck Traffic: 90%,  Average Future Daily Traffic: 3,000 (year 2038),  Design Load: HS 20,  Features Intersected: CALIFORNIA AQUEDUCT,  Facility Carried by Structure: HANSEN ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: State Agenciy,  Approaching Roadway Width: 14.5m (47.6ft),  Material/Design: Concrete continuous,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 22.0m (72.2ft),  Curb or Sidewalk Widths: Left: 0.3m (1.0ft),  Right: 0.3m (1.0ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 7.9m (25.9ft)

Condition: Deck: Fair,  Superstructure: Good,  Substructure: Good,  Channel: Very good,  Operating Rating: 29.5 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 17.5 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Meets minimum limits,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 4.48m (14.70ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2021,  Bridge Improvement Cost: $355,000,  Roadway Improvement Cost: $71,000,  Total Project Cost: $596,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 29 0024,  Location: 10-SJ-580-13.54 (Lat: 37.719464,  Lng: -121.535717),  Route carried "under" structure: Interstate 580,  Year Built: 1967,  Structure Length: 0. m,  Average Daily Traffic: 26,600 (year 2009),  Truck Traffic: 14%,  Features Intersected: ROUTE 580,  Facility Carried by Structure: PATTERSON PASS RD
Minimum Vertical Clearance: 5.08m (16.67ft),  Kilometerpoint: 13.540,  Lanes on structure: 2,  Lanes under structure: 4,  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 0074L,  Location: 10-SJ-205-R4.54 (Lat: 37.748764,  Lng: -121.476353),  Route carried "under" structure: County highway Y331,  Year Built: 1970,  Structure Length: 0. m,  Average Daily Traffic: 4,310 (year 1998),  Truck Traffic: 10%,  Features Intersected: UP RR & BYRON RD,  Facility Carried by Structure: INTERSTATE 205 WB
Minimum Vertical Clearance: 7.49m (24.57ft),  Kilometerpoint: 0.000,  Lanes on structure: 3,  Lanes under structure: 2,  Material/Design: Prestressed concrete continuous,  Design/Construction: Tee Beam,  Length of Maximum Span: 23.1m (75.8ft)

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Structure Number: 29 0074R,  Location: 10-SJ-205-R4.54 (Lat: 37.748614,  Lng: -121.476006),  Route carried "under" structure: County highway Y331,  Year Built: 1970,  Structure Length: 0. m,  Average Daily Traffic: 4,310 (year 1998),  Truck Traffic: 10%,  Features Intersected: UP RR & BYRON RD,  Facility Carried by Structure: INTERSTATE 205 EB
Minimum Vertical Clearance: 7.34m (24.08ft),  Kilometerpoint: 0.000,  Lanes on structure: 3,  Lanes under structure: 2,  Material/Design: Prestressed concrete,  Design/Construction: Tee Beam,  Length of Maximum Span: 23.1m (75.8ft)

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Structure Number: 29 008,  Location: 10-SJ-580-8.15 (Lat: 37.671947,  Lng: -121.457519),  Route carried "under" structure: Interstate 580,  Year Built: 1966,  Structure Length: 0. m,  Average Daily Traffic: 26,600 (year 2009),  Truck Traffic: 14%,  Features Intersected: ROUTE 580,  Facility Carried by Structure: CORRAL HOLLOW RD
Minimum Vertical Clearance: 5.25m (17.22ft),  Kilometerpoint: 8.150,  Lanes on structure: 2,  Lanes under structure: 4,  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 0094,  Location: 10-SJ-580-6.57 (Lat: 37.657936,  Lng: -121.434333),  Route carried "under" structure: Interstate 580,  Year Built: 1966,  Structure Length: 0. m,  Average Daily Traffic: 32,000 (year 2009),  Truck Traffic: 18%,  Features Intersected: ROUTE 580,  Facility Carried by Structure: TRACY BLVD
Minimum Vertical Clearance: 5.23m (17.16ft),  Kilometerpoint: 6.570,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 31.4m (103.0ft)

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Structure Number: 29 0132L,  Location: 10-SJ-205-R5.94 (Lat: 37.758131,  Lng: -121.453447),  Route carried "under" structure: County highway Y340,  Year Built: 1970,  Structure Length: 0. m,  Average Daily Traffic: 18,584 (year 1999),  Truck Traffic: 5%,  Features Intersected: CORRAL HOLLOW RD,  Facility Carried by Structure: INTERSTATE 205
Minimum Vertical Clearance: 4.52m (14.83ft),  Kilometerpoint: 0.000,  Lanes on structure: 3,  Lanes under structure: 4,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 28.7m (94.2ft)

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Structure Number: 29 0132R,  Location: 10-SJ-205-R5.94 (Lat: 37.757836,  Lng: -121.453444),  Route carried "under" structure: County highway Y340,  Year Built: 1970,  Structure Length: 0. m,  Average Daily Traffic: 18,584 (year 1999),  Truck Traffic: 5%,  Features Intersected: CORRAL HOLLOW RD,  Facility Carried by Structure: INTERSTATE 205
Minimum Vertical Clearance: 4.54m (14.90ft),  Kilometerpoint: 0.000,  Lanes on structure: 3,  Lanes under structure: 2,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 28.7m (94.2ft)

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Structure Number: 29 0161R,  Location: 10-SJ-132-L0.68 (Lat: 37.638881,  Lng: -121.403108),  Route carried "under" structure: Interstate 580,  Year Built: 1966,  Structure Length: 0. m,  Average Daily Traffic: 22,000 (year 2009),  Truck Traffic: 17%,  Features Intersected: INTERSTATE ROUTE 580,  Facility Carried by Structure: STATE ROUTE 132 EB
Minimum Vertical Clearance: 4.95m (16.24ft),  Kilometerpoint: 4.350,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 58.5m (191.9ft)

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Structure Number: 29 0162,  Location: 10-SJ-132-0.24 (Lat: 37.638861,  Lng: -121.397681),  Route carried "under" structure: State highway 132,  Year Built: 1966,  Structure Length: 0. m,  Average Daily Traffic: 15,500 (year 2009),  Truck Traffic: 18%,  Features Intersected: STATE ROUTE 132,  Facility Carried by Structure: CHRISMAN ROAD
Minimum Vertical Clearance: 4.60m (15.09ft),  Kilometerpoint: 0.240,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Concrete continuous,  Design/Construction: Tee Beam,  Length of Maximum Span: 20.4m (66.9ft)

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Structure Number: 29 0178L,  Location: 10-SJ-205-R7.01-TRA (Lat: 37.762994,  Lng: -121.435364),  Route carried "under" structure: City street Y343,  Year Built: 1970,  Structure Length: 0. m,  Average Daily Traffic: 19,300 (year 1999),  Truck Traffic: 6%,  Features Intersected: TRACY BLVD,  Facility Carried by Structure: INTERSTATE 205
Minimum Vertical Clearance: 5.00m (16.40ft),  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: 26.1m (85.6ft)

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Structure Number: 29 0178R,  Location: 10-SJ-205-R7.01-TRA (Lat: 37.762733,  Lng: -121.435358),  Route carried "under" structure: City street Y343,  Year Built: 1970,  Structure Length: 0. m,  Average Daily Traffic: 19,300 (year 1999),  Truck Traffic: 6%,  Features Intersected: TRACY BLVD,  Facility Carried by Structure: INTERSTATE 205
Minimum Vertical Clearance: 4.82m (15.81ft),  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: 26.1m (85.6ft)

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Structure Number: 29 0181,  Location: 10-SJ-205-R9.61 (Lat: 37.765194,  Lng: -121.387917),  Route carried "under" structure: Interstate 205,  Year Built: 1970,  Structure Length: 0. m,  Average Daily Traffic: 97,000 (year 2009),  Truck Traffic: 11%,  Features Intersected: ROUTE 205,  Facility Carried by Structure: PARADISE RD
Minimum Vertical Clearance: 4.85m (15.91ft),  Kilometerpoint: 9.610,  Lanes on structure: 2,  Lanes under structure: 6,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 34.9m (114.5ft)

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Structure Number: 29 0182,  Location: 10-SJ-205-R7.52-TRA (Lat: 37.763253,  Lng: -121.426092),  Route carried "under" structure: Interstate 205,  Year Built: 1970,  Structure Length: 0. m,  Average Daily Traffic: 95,000 (year 2009),  Truck Traffic: 12%,  Features Intersected: INTERSTATE 205,  Facility Carried by Structure: HOLLY DR
Minimum Vertical Clearance: 4.92m (16.14ft),  Kilometerpoint: 7.520,  Lanes on structure: 2,  Lanes under structure: 6,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 32.9m (107.9ft)

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Structure Number: 29 0184L,  Location: 10-SJ-205-R8.12-TRA (Lat: 37.764267,  Lng: -121.415017),  Route carried "under" structure: City street Y348,  Year Built: 1970,  Structure Length: 0. m,  Average Daily Traffic: 14,805 (year 1999),  Truck Traffic: 5%,  Features Intersected: MACARTHUR DR,  Facility Carried by Structure: INTERSTATE 205 WB
Minimum Vertical Clearance: 4.77m (15.65ft),  Kilometerpoint: 0.000,  Lanes on structure: 3,  Lanes under structure: 3,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 26.5m (86.9ft)

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Structure Number: 29 0184R,  Location: 10-SJ-205-R8.12-TRA (Lat: 37.764003,  Lng: -121.415019),  Route carried "under" structure: City street Y348,  Year Built: 1970,  Structure Length: 0. m,  Average Daily Traffic: 14,805 (year 1999),  Truck Traffic: 5%,  Features Intersected: MACARTHUR DR,  Facility Carried by Structure: INTERSTATE 205
Minimum Vertical Clearance: 5.00m (16.40ft),  Kilometerpoint: 0.000,  Lanes on structure: 3,  Lanes under structure: 3,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 26.5m (86.9ft)

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Structure Number: 29 0186K,  Location: 10-SJ-205-R5.29-TRA (Lat: 37.753817,  Lng: -121.464628),  Route carried "under" structure: City street Y335,  Year Built: 1997,  Structure Length: 0. m,  Average Daily Traffic: 10,955 (year 1999),  Truck Traffic: 5%,  Features Intersected: GRANT LINE RD,  Facility Carried by Structure: PAVILLION-W205 ON
Minimum Vertical Clearance: 5.61m (18.41ft),  Kilometerpoint: 0.000,  Lanes on structure: 1,  Lanes under structure: 6,  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 54.0m (177.2ft)

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Structure Number: 29 0186L,  Location: 10-SJ-205-R5.29-TRA (Lat: 37.753875,  Lng: -121.463861),  Route carried "under" structure: City street Y335,  Year Built: 1970,  Structure Length: 0. m,  Average Daily Traffic: 10,955 (year 1999),  Truck Traffic: 5%,  Features Intersected: GRANT LINE RD,  Facility Carried by Structure: INTERSTATE 205
Minimum Vertical Clearance: 4.67m (15.32ft),  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: 35.2m (115.5ft)

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Structure Number: 29 0186R,  Location: 10-SJ-205-R5.29-TRA (Lat: 37.753872,  Lng: -121.463133),  Route carried "under" structure: City street Y335,  Year Built: 1970,  Structure Length: 0. m,  Average Daily Traffic: 10,955 (year 1999),  Truck Traffic: 5%,  Features Intersected: GRANT LINE RD,  Facility Carried by Structure: INTERSTATE 205
Minimum Vertical Clearance: 4.69m (15.39ft),  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: 35.2m (115.5ft)

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Structure Number: 29 0203,  Location: 10-SJ-205-R3.37 (Lat: 37.741347,  Lng: -121.495964),  Route carried "under" structure: Interstate 205,  Year Built: 1970,  Structure Length: 0. m,  Average Daily Traffic: 106,000 (year 2009),  Truck Traffic: 12%,  Features Intersected: RTE 205,  Facility Carried by Structure: OLD US 50 OC
Minimum Vertical Clearance: 5.08m (16.67ft),  Kilometerpoint: 3.370,  Lanes on structure: 1,  Lanes under structure: 6,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 61.0m (200.1ft)

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Structure Number: 29 0208,  Location: 10-SJ-205-2.38 (Lat: 37.741636,  Lng: -121.513264),  Route carried "under" structure: Interstate 205,  Year Built: 1970,  Structure Length: 0. m,  Average Daily Traffic: 106,000 (year 2009),  Truck Traffic: 12%,  Features Intersected: I 205,  Facility Carried by Structure: HANSEN RD
Minimum Vertical Clearance: 4.87m (15.98ft),  Kilometerpoint: 2.380,  Lanes on structure: 2,  Lanes under structure: 6,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 35.4m (116.1ft)

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Structure Number: 29 0261,  Location: 10-SJ-005-7.48 (Lat: 37.696303,  Lng: -121.343711),  Route carried "under" structure: Interstate 5,  Year Built: 1971,  Structure Length: 0. m,  Average Daily Traffic: 22,000 (year 2009),  Truck Traffic: 35%,  Features Intersected: INTERSTATE ROUTE 5,  Facility Carried by Structure: LINNE ROAD
Minimum Vertical Clearance: 5.08m (16.67ft),  Kilometerpoint: 7.480,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 31.4m (103.0ft)