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

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Structure Number: 29 0002L,  Location: 10-SJ-099-31.72 (Lat: 38.147825,  Lng: -121.261353),  Route carried "on" structure: State highway 99,  Year Built: 1957,  Year Reconstructed: 1991,  Status: Open,  Structure Length: 25.39m (83.30ft),  Average Daily Traffic: 29,500 (year 2014),  Truck Traffic: 13%,  Average Future Daily Traffic: 45,632 (year 2042),  Design Load: HS 20,  Features Intersected: MOKELUMNE RI,FRONTAGE R
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 31.720,  Lanes on structure: 3,  Lanes under structure: 2,  Base Highway Network: Yes (,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 15.6m (51.2ft),  Skew: 9 degrees,  Material/Design: Concrete continuous,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 3,  Number Of Approach Spans: 32,  Length of Maximum Span: 16.5m (54.1ft),  Curb-To-Curb Width: 15.6m (51.2ft),  Out-to-Out Width: 16.6m (54.5ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Good,  Channel: 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: High priority of corrective action,  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 60 months,  Inspection Date: July 2020,  Underwater Inspection Date: July 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 29 0002R,  Location: 10-SJ-099-31.72 (Lat: 38.147814,  Lng: -121.261050),  Route carried "on" structure: State highway 99,  Year Built: 1930,  Year Reconstructed: 1987,  Status: Open,  Structure Length: 25.33m (83.10ft),  Average Daily Traffic: 29,500 (year 2014),  Truck Traffic: 13%,  Average Future Daily Traffic: 45,632 (year 2042),  Design Load: HS 20,  Features Intersected: MOKELUMNE RI,FRONTAGE R
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 31.720,  Lanes on structure: 3,  Lanes under structure: 2,  Base Highway Network: Yes (,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 15.5m (50.9ft),  Skew: 9 degrees,  Material/Design: Concrete continuous,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 3,  Number Of Approach Spans: 32,  Length of Maximum Span: 16.5m (54.1ft),  Curb-To-Curb Width: 15.3m (50.2ft),  Out-to-Out Width: 16.2m (53.1ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Good,  Channel: Very good,  Operating Rating: 29.2 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 22.0 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Equal to present minimum criteria,  Underclear: High priority of corrective action,  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 60 months,  Inspection Date: July 2020,  Underwater Inspection Date: July 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 29 0003,  Location: 10-SJ-099-26.86 (Lat: 38.078247,  Lng: -121.259689),  Route carried "on" structure: State highway 99,  Year Built: 1930,  Year Reconstructed: 1964,  Status: Open,  Structure Length: 1.86m (6.10ft),  Average Daily Traffic: 60,500 (year 2014),  Truck Traffic: 24%,  Average Future Daily Traffic: 95,023 (year 2042),  Design Load: HS 15,  Features Intersected: PIXLEY SLOUGH
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 26.860,  Lanes on structure: 6,  Base Highway Network: Yes (,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 35.7m (117.1ft),  Skew: 34 degrees,  Material/Design: Concrete continuous,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 9.1m (29.9ft),  Curb-To-Curb Width: 33.2m (108.9ft),  Out-to-Out Width: 34.6m (113.5ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Very good,  Operating Rating: 32.4 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 22.7 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Superior to present desirable criteria,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 29 0032G,  Location: 10-SJ-205-R13.11 (Lat: 37.770119,  Lng: -121.325333),  Route carried "on" structure: Ramp Interstate 205,  Year Built: 1970,  Year Reconstructed: 2010,  Status: Open,  Structure Length: 12.84m (42.13ft),  Average Daily Traffic: 21,500 (year 1998),  Truck Traffic: 2%,  Average Future Daily Traffic: 64,517 (year 2042),  Design Load: HS 20,  Features Intersected: PARADISE CUT
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 13.110,  Lanes on structure: 3,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 17.0m (55.8ft),  Material/Design: Concrete continuous,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 10,  Length of Maximum Span: 13.4m (44.0ft),  Curb-To-Curb Width: 17.0m (55.8ft),  Out-to-Out Width: 17.8m (58.4ft)

Condition: Deck: Poor,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 41.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 24.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 12.84m (42.13ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2020,  Bridge Improvement Cost: $2,285,000,  Roadway Improvement Cost: $457,000,  Total Project Cost: $3,838,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 29 0035,  Location: 10-SJ-012-16.29-LOD (Lat: 38.115317,  Lng: -121.290975),  Route carried "on" structure: State highway 12,  Year Built: 1944,  Year Reconstructed: 1981,  Status: Open,  Structure Length: 1.37m (4.49ft),  Average Daily Traffic: 21,900 (year 2014),  Truck Traffic: 10%,  Average Future Daily Traffic: 61,817 (year 2042),  Features Intersected: SOUTH BRANCH MAIN CANAL
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 16.290,  Lanes on structure: 4,  Base Highway Network: Yes (,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 27.4m (89.9ft),  Skew: 20 degrees,  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 9.1m (29.9ft),  Curb or Sidewalk Widths: Left: 1.4m (4.6ft),  Right: 2.1m (6.9ft),  Curb-To-Curb Width: 27.4m (89.9ft),  Out-to-Out Width: 31.7m (104.0ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Fair,  Channel: Good,  Operating Rating: 51.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 30.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Superior to present desirable criteria,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 29 0104,  Location: 10-SJ-099-27.50 (Lat: 38.087336,  Lng: -121.260511),  Route carried "on" structure: County highway ,  Year Built: 1964,  Status: Open,  Structure Length: 7.99m (26.21ft),  Average Daily Traffic: 3,000 (year 2014),  Truck Traffic: 4%,  Average Future Daily Traffic: 4,420 (year 2042),  Design Load: HS 20,  Features Intersected: STATE ROUTE 99,  Facility Carried by Structure: ARMSTRONG RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 8,  Owner: State Highway Agency,  Approaching Roadway Width: 11.9m (39.0ft),  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Number Of Approach Spans: 2,  Length of Maximum Span: 30.5m (100.1ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 0.0m,  Curb-To-Curb Width: 9.8m (32.2ft),  Out-to-Out Width: 12.0m (39.4ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 29.2 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 16.5 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: Meets minimum limits,  Deck Geometry: Meets minimum limits,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 29 0105,  Location: 10-SJ-099-28.48 (Lat: 38.101553,  Lng: -121.260642),  Route carried "on" structure: County highway ,  Year Built: 1964,  Status: Open,  Structure Length: 7.04m (23.10ft),  Average Daily Traffic: 7,500 (year 2010),  Truck Traffic: 10%,  Average Future Daily Traffic: 10,011 (year 2042),  Design Load: HS 20,  Features Intersected: STATE ROUTE 99,  Facility Carried by Structure: HARNEY LANE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 8,  Owner: State Highway Agency,  Approaching Roadway Width: 12.5m (41.0ft),  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  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: 0.4m (1.3ft),  Curb-To-Curb Width: 9.8m (32.2ft),  Out-to-Out Width: 12.0m (39.4ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 32.4 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 21.7 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Meets minimum limits,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 29 0139S,  Location: 10-SJ-099-29.00 (Lat: 38.109456,  Lng: -121.259725),  Route carried "on" structure: Ramp State highway 99,  Year Built: 1963,  Status: Open,  Structure Length: 9.42m (30.91ft),  Average Daily Traffic: 2,000 (year 2014),  Truck Traffic: 7%,  Average Future Daily Traffic: 3,314 (year 2042),  Design Load: HS 20+Mod,  Features Intersected: STATE ROUTE 99
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 29.000,  Lanes on structure: 1,  Lanes under structure: 5,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 6.7m (22.0ft),  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 30.5m (100.1ft),  Curb or Sidewalk Widths: Left: 0.6m (2.0ft),  Right: 0.0m,  Curb-To-Curb Width: 6.7m (22.0ft),  Out-to-Out Width: 8.0m (26.2ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Good,  Operating Rating: 38.9 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: 30.1 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 29 0140L,  Location: 10-SJ-099-29.50-LOD (Lat: 38.116186,  Lng: -121.257972),  Route carried "on" structure: State highway 99,  Year Built: 1963,  Status: Open,  Structure Length: 2.26m (7.41ft),  Average Daily Traffic: 29,500 (year 2014),  Truck Traffic: 13%,  Average Future Daily Traffic: 43,700 (year 2042),  Design Load: HS 20,  Features Intersected: ROUTE 12 - KETTLEMAN LN
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 29.500,  Lanes on structure: 2,  Lanes under structure: 5,  Base Highway Network: Yes (,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 11.3m (37.1ft),  Material/Design: Concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 21.3m (69.9ft),  Curb-To-Curb Width: 11.3m (37.1ft),  Out-to-Out Width: 12.1m (39.7ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  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: 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: July 2020,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 29 0140R,  Location: 10-SJ-099-29.50-LOD (Lat: 38.116175,  Lng: -121.257714),  Route carried "on" structure: State highway 99,  Year Built: 1963,  Status: Open,  Structure Length: 2.26m (7.41ft),  Average Daily Traffic: 29,500 (year 2014),  Truck Traffic: 13%,  Average Future Daily Traffic: 43,700 (year 2042),  Design Load: HS 20,  Features Intersected: ROUTE 12 - KETTLEMAN LN
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 29.500,  Lanes on structure: 2,  Lanes under structure: 5,  Base Highway Network: Yes (,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 11.3m (37.1ft),  Material/Design: Concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 21.3m (69.9ft),  Curb-To-Curb Width: 11.3m (37.1ft),  Out-to-Out Width: 12.1m (39.7ft)

Condition: Deck: Poor,  Superstructure: Good,  Substructure: Good,  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: 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: July 2020,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 29 0144,  Location: 10-SJ-099-31.58-LOD (Lat: 38.145711,  Lng: -121.261669),  Route carried "on" structure: City street Y308,  Year Built: 1963,  Status: Open,  Structure Length: 8.14m (26.71ft),  Average Daily Traffic: 11,000 (year 2012),  Truck Traffic: 6%,  Average Future Daily Traffic: 12,911 (year 2042),  Design Load: HS 20,  Features Intersected: STATE ROUTE 99,  Facility Carried by Structure: TURNER ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 6,  Owner: State Highway Agency,  Approaching Roadway Width: 18.0m (59.1ft),  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Number Of Approach Spans: 2,  Length of Maximum Span: 25.6m (84.0ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 9.8m (32.2ft),  Out-to-Out Width: 12.3m (40.4ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 36.0 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 25.3 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Meets minimum limits,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2020,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 29 0145,  Location: 10-SJ-099-32.57 (Lat: 38.160150,  Lng: -121.262069),  Route carried "on" structure: County highway ,  Year Built: 1956,  Status: Open,  Structure Length: 5.12m (16.80ft),  Average Daily Traffic: 1,500 (year 2010),  Truck Traffic: 10%,  Average Future Daily Traffic: 1,829 (year 2042),  Design Load: H 20,  Features Intersected: STATE ROUTE 99,  Facility Carried by Structure: WOODBRIDGE ROAD
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: 9.8m (32.2ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 17.7m (58.1ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 7.9m (25.9ft),  Out-to-Out Width: 10.3m (33.8ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 54.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Meets minimum limits,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: July 2020,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 29 0149,  Location: 10-SJ-099-30.73-LOD (Lat: 38.133933,  Lng: -121.257836),  Route carried "on" structure: City street ,  Year Built: 1963,  Status: Open,  Structure Length: 5.76m (18.90ft),  Average Daily Traffic: 6,500 (year 2014),  Truck Traffic: 10%,  Average Future Daily Traffic: 8,841 (year 2042),  Design Load: HS 20,  Features Intersected: STATE ROUTE 99,  Facility Carried by Structure: E PINE 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: Concrete continuous,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 20.8m (68.2ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 16.5m (54.1ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Fair,  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: 30.8 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: Somewhat better than minimum adequacy,  Deck Geometry: Somewhat better than minimum adequacy,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2020,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 29 015,  Location: 10-SJ-012-18.08-LOD (Lat: 38.137400,  Lng: -121.258058),  Route carried "on" structure: State highway 12,  Year Built: 1963,  Status: Open,  Structure Length: 6.17m (20.24ft),  Average Daily Traffic: 11,800 (year 2014),  Truck Traffic: 6%,  Average Future Daily Traffic: 16,811 (year 2042),  Design Load: HS 20,  Features Intersected: STATE ROUTE 99
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 18.080,  Lanes on structure: 2,  Lanes under structure: 4,  Base Highway Network: Yes (,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 19.5m (64.0ft),  Material/Design: Concrete continuous,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 20.8m (68.2ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 19.5m (64.0ft),  Out-to-Out Width: 23.7m (77.8ft)

Condition: Deck: Fair,  Superstructure: Good,  Substructure: Good,  Operating Rating: 35.3 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: 27.2 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: Equal to present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2020,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 29 0152,  Location: 10-SJ-099-31.03-LOD (Lat: 38.138231,  Lng: -121.258275),  Route carried "on" structure: City street Y317,  Year Built: 1963,  Status: Open,  Structure Length: 6.31m (20.70ft),  Average Daily Traffic: 4,000 (year 2014),  Truck Traffic: 10%,  Average Future Daily Traffic: 4,409 (year 2042),  Design Load: HS 20,  Features Intersected: STATE ROUTE 99,  Facility Carried by Structure: EAST LOCKEFORD ST
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 5,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Skew: 1 degrees,  Material/Design: Concrete continuous,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 21.9m (71.9ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 0.0m,  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 14.7m (48.2ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 34.0 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 26.2 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: Equal to present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2020,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 29 0159,  Location: 10-SJ-099-30.52-LOD (Lat: 38.130956,  Lng: -121.257756),  Route carried "on" structure: City street Y305,  Year Built: 1963,  Status: Open,  Structure Length: 5.55m (18.21ft),  Average Daily Traffic: 6,500 (year 2014),  Truck Traffic: 7%,  Average Future Daily Traffic: 7,787 (year 2042),  Design Load: HS 20,  Features Intersected: STATE ROUTE 99,  Facility Carried by Structure: LODI 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: 14.9m (48.9ft),  Material/Design: Concrete continuous,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 18.3m (60.0ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 0.0m,  Curb-To-Curb Width: 14.6m (47.9ft),  Out-to-Out Width: 17.3m (56.8ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Fair,  Operating Rating: 22.7 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: 17.5 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: Meets minimum limits,  Deck Geometry: Superior to present desirable criteria,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2020,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 29 016,  Location: 10-SJ-099-31.35-LOD (Lat: 38.142275,  Lng: -121.260550),  Route carried "on" structure: County highway ,  Year Built: 1963,  Status: Open,  Structure Length: 8.87m (29.10ft),  Average Daily Traffic: 10,500 (year 2014),  Truck Traffic: 6%,  Average Future Daily Traffic: 12,024 (year 2042),  Design Load: HS 20,  Features Intersected: STATE ROUTE 99,  Facility Carried by Structure: NORTH LODI OC
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 5,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 6.7m (22.0ft),  Skew: 4 degrees,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 34.1m (111.9ft),  Curb or Sidewalk Widths: Left: 0.6m (2.0ft),  Right: 0.1m (0.3ft),  Curb-To-Curb Width: 6.7m (22.0ft),  Out-to-Out Width: 8.0m (26.2ft)

Condition: Deck: Good,  Superstructure: Fair,  Substructure: Good,  Operating Rating: 52.2 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 40.2 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: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 29 0245L,  Location: 10-SJ-005-41.66 (Lat: 38.145858,  Lng: -121.399367),  Route carried "on" structure: Interstate 5,  Year Built: 1979,  Status: Open,  Structure Length: 3.14m (10.30ft),  Average Daily Traffic: 25,000 (year 2009),  Truck Traffic: 22%,  Average Future Daily Traffic: 54,639 (year 2039),  Design Load: HS 20+Mod,  Features Intersected: TURNER ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 41.660,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes (,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 11.8m (38.7ft),  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: 30.9m (101.4ft),  Curb-To-Curb Width: 11.8m (38.7ft),  Out-to-Out Width: 13.0m (42.7ft)

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

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Structure Number: 29 0245R,  Location: 10-SJ-005-41.66 (Lat: 38.145861,  Lng: -121.398975),  Route carried "on" structure: Interstate 5,  Year Built: 1979,  Status: Open,  Structure Length: 3.14m (10.30ft),  Average Daily Traffic: 25,000 (year 2009),  Truck Traffic: 22%,  Average Future Daily Traffic: 54,639 (year 2039),  Design Load: HS 20,  Features Intersected: TURNER ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 41.660,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes (,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 11.8m (38.7ft),  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: 30.9m (101.4ft),  Curb-To-Curb Width: 11.8m (38.7ft),  Out-to-Out Width: 13.0m (42.7ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  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: Better than present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Underclear: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 29 0254L,  Location: 10-SJ-005-38.06 (Lat: 38.096181,  Lng: -121.386436),  Route carried "on" structure: Interstate 5,  Year Built: 1976,  Status: Open,  Structure Length: 2.63m (8.63ft),  Average Daily Traffic: 38,500 (year 2009),  Truck Traffic: 21%,  Average Future Daily Traffic: 63,485 (year 2041),  Design Load: HS 20,  Features Intersected: THORNTON ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 38.060,  Lanes on structure: 3,  Lanes under structure: 2,  Base Highway Network: Yes (,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 15.5m (50.9ft),  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 25.6m (84.0ft),  Curb-To-Curb Width: 15.5m (50.9ft),  Out-to-Out Width: 16.7m (54.8ft)

Condition: Deck: Fair,  Superstructure: Good,  Substructure: Good,  Operating Rating: 40.2 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 30.8 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 29 0254R,  Location: 10-SJ-005-38.06 (Lat: 38.096250,  Lng: -121.386097),  Route carried "on" structure: Interstate 5,  Year Built: 1976,  Status: Open,  Structure Length: 2.63m (8.63ft),  Average Daily Traffic: 38,500 (year 2009),  Truck Traffic: 21%,  Average Future Daily Traffic: 63,485 (year 2041),  Design Load: HS 20,  Features Intersected: THORNTON ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 38.060,  Lanes on structure: 3,  Lanes under structure: 2,  Base Highway Network: Yes (,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 15.5m (50.9ft),  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 25.7m (84.3ft),  Curb-To-Curb Width: 15.5m (50.9ft),  Out-to-Out Width: 16.7m (54.8ft)

Condition: Deck: Fair,  Superstructure: Good,  Substructure: Good,  Operating Rating: 40.2 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 30.8 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 29 0255L,  Location: 10-SJ-005-39.55 (Lat: 38.115750,  Lng: -121.397931),  Route carried "on" structure: Interstate 5,  Year Built: 1979,  Status: Open,  Structure Length: 6.36m (20.87ft),  Average Daily Traffic: 38,500 (year 2009),  Truck Traffic: 21%,  Average Future Daily Traffic: 63,485 (year 2041),  Design Load: HS 20+Mod,  Features Intersected: STATE ROUTE 12
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 39.550,  Lanes on structure: 3,  Lanes under structure: 6,  Base Highway Network: Yes (,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 19.1m (62.7ft),  Skew: 2 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 31.8m (104.3ft),  Curb-To-Curb Width: 19.1m (62.7ft),  Out-to-Out Width: 20.9m (68.6ft)

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

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Structure Number: 29 0255R,  Location: 10-SJ-005-39.55 (Lat: 38.115747,  Lng: -121.397558),  Route carried "on" structure: Interstate 5,  Year Built: 1979,  Status: Open,  Structure Length: 6.36m (20.87ft),  Average Daily Traffic: 38,500 (year 2009),  Truck Traffic: 21%,  Average Future Daily Traffic: 63,485 (year 2041),  Design Load: HS 20+Mod,  Features Intersected: STATE ROUTE 12
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 39.550,  Lanes on structure: 3,  Lanes under structure: 5,  Base Highway Network: Yes (,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 15.4m (50.5ft),  Skew: 2 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 31.8m (104.3ft),  Curb-To-Curb Width: 15.4m (50.5ft),  Out-to-Out Width: 16.7m (54.8ft)

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

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Structure Number: 29C0006,  Location: 0.07 MI S/W OF S.H. 99 (Lat: 37.738672,  Lng: -121.122167),  Route carried "on" structure: City street ,  Year Built: 1967,  Status: Open,  Structure Length: 7.96m (26.12ft),  Average Daily Traffic: 2,600 (year 2010),  Truck Traffic: 10%,  Average Future Daily Traffic: 7,382 (year 2040),  Design Load: HS 20,  Features Intersected: UP RR,  Facility Carried by Structure: MAIN ST
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Lanes under structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 18.9m (62.0ft),  Skew: 20 degrees,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 22.9m (75.1ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 0.0m,  Curb-To-Curb Width: 18.9m (62.0ft),  Out-to-Out Width: 21.0m (68.9ft)

Condition: Deck: Fair,  Superstructure: Good,  Substructure: 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: 29.5 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Somewhat better than minimum adequacy,  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2020,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 29C007,  Location: 0.6 MI S ARMSTRONG RD (Lat: 38.077869,  Lng: -121.260169),  Route carried "on" structure: County highway ,  Year Built: 1964,  Status: Open,  Structure Length: 1.83m (6.00ft),  Average Daily Traffic: 3,498 (year 2013),  Truck Traffic: 15%,  Average Future Daily Traffic: 9,823 (year 2038),  Design Load: HS 20,  Features Intersected: PIXLEY SLOUGH,  Facility Carried by Structure: 99 FRONTAGE RD W
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 9.4m (30.8ft),  Skew: 4 degrees,  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 8.8m (28.9ft),  Curb or Sidewalk Widths: Left: 0.6m (2.0ft),  Right: 0.6m (2.0ft),  Curb-To-Curb Width: 7.9m (25.9ft),  Out-to-Out Width: 9.7m (31.8ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Fair,  Channel: Good,  Operating Rating: 66.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 39.5 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: High priority of corrective action,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 29C0071,  Location: 0.6 MI S ARMSTRONG RD (Lat: 38.078275,  Lng: -121.259475),  Route carried "on" structure: County highway ,  Year Built: 1964,  Status: Open,  Structure Length: 1.83m (6.00ft),  Average Daily Traffic: 2,155 (year 2015),  Truck Traffic: 15%,  Average Future Daily Traffic: 6,488 (year 2038),  Design Load: HS 20,  Features Intersected: PIXLEY SLOUGH,  Facility Carried by Structure: 99 FRONTAGE RD E
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 10.7m (35.1ft),  Skew: 2 degrees,  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 8.8m (28.9ft),  Curb or Sidewalk Widths: Left: 0.6m (2.0ft),  Right: 1.4m (4.6ft),  Curb-To-Curb Width: 8.0m (26.2ft),  Out-to-Out Width: 10.7m (35.1ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Fair,  Channel: Good,  Operating Rating: 64.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 38.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: High priority of corrective action,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 29C0144,  Location: 0.7 MI S ARMSTRONG RD (Lat: 38.077519,  Lng: -121.283136),  Route carried "on" structure: County highway ,  Year Built: 1963,  Status: Open,  Structure Length: 0.92m (3.02ft),  Average Daily Traffic: 13,343 (year 2013),  Truck Traffic: 10%,  Average Future Daily Traffic: 8,722 (year 2041),  Design Load: HS 20,  Features Intersected: WOODBRIDGE S MAIN CANAL,  Facility Carried by Structure: WEST LANE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Owner: County Highway Agency,  Approaching Roadway Width: 22.9m (75.1ft),  Skew: 24 degrees,  Material/Design: Concrete continuous,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 3.0m (9.8ft),  Curb-To-Curb Width: 26.2m (86.0ft),  Out-to-Out Width: 33.8m (110.9ft)

Condition: Channel: Good,  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: Superior to present desirable criteria,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2021

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Structure Number: 29C0265,  Location: 0.7 MI N LIVE OAK RD (Lat: 38.082381,  Lng: -121.242325),  Route carried "on" structure: County highway ,  Year Built: 1970,  Status: Open,  Structure Length: 0.91m (2.99ft),  Average Daily Traffic: 220 (year 2015),  Truck Traffic: 15%,  Average Future Daily Traffic: 129 (year 2038),  Features Intersected: PIXLEY SLOUGH,  Facility Carried by Structure: FURRY RD
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: 3 degrees,  Material/Design: Concrete continuous,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 4.6m (15.1ft),  Curb-To-Curb Width: 9.7m (31.8ft),  Out-to-Out Width: 10.3m (33.8ft)

Condition: Channel: Fair,  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: Equal to present minimum criteria,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 29C0266,  Location: 0.5 MI S ARMSTRONG RD (Lat: 38.079617,  Lng: -121.269147),  Route carried "on" structure: County highway ,  Year Built: 1970,  Status: Open,  Structure Length: 0.79m (2.59ft),  Average Daily Traffic: 1,079 (year 2015),  Truck Traffic: 15%,  Average Future Daily Traffic: 855 (year 2038),  Features Intersected: PIXLEY SLOUGH,  Facility Carried by Structure: MICKE GROVE RD
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: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 4.0m (13.1ft),  Curb-To-Curb Width: 12.8m (42.0ft),  Out-to-Out Width: 13.0m (42.7ft)

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: 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: September 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 29C0267,  Location: 0.7 MI N MORSE RD (Lat: 38.078347,  Lng: -121.275753),  Route carried "on" structure: County highway ,  Year Built: 1970,  Status: Open,  Structure Length: 0.82m (2.69ft),  Average Daily Traffic: 415 (year 2013),  Truck Traffic: 12%,  Average Future Daily Traffic: 1,075 (year 2038),  Features Intersected: PIXLEY SLOUGH,  Facility Carried by Structure: PEARSON RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 7.2m (23.6ft),  Skew: 1 degrees,  Material/Design: Concrete continuous,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 4.0m (13.1ft),  Curb-To-Curb Width: 10.2m (33.5ft),  Out-to-Out Width: 10.4m (34.1ft)

Condition: Channel: Satisfactory,  Culverts: Good,  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: Equal to present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 29C0292,  Location: 1.0 MI W OF I-5 (Lat: 38.137897,  Lng: -121.421436),  Route carried "on" structure: County highway ,  Year Built: 1974,  Status: Open,  Structure Length: 1.19m (3.90ft),  Average Daily Traffic: 138 (year 2009),  Truck Traffic: 20%,  Average Future Daily Traffic: 218 (year 2042),  Features Intersected: UPLAND CANAL,  Facility Carried by Structure: COTTA ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 5.5m (18.0ft),  Skew: 2 degrees,  Material/Design: Wood or Timber,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 5.9m (19.4ft),  Curb-To-Curb Width: 5.6m (18.4ft),  Out-to-Out Width: 5.8m (19.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 30.8 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 22.0 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: High priority of corrective action,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Somewhat better than minimum adequacy,  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2022,  Deck Structure Type: Wood or Timber,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 29C03,  Location: 0.1 MI EAST OF S.H. 99 (Lat: 38.079447,  Lng: -121.256828),  Route carried "on" structure: County highway ,  Year Built: 1993,  Status: Open,  Structure Length: 1.07m (3.51ft),  Average Daily Traffic: 488 (year 2013),  Truck Traffic: 2%,  Average Future Daily Traffic: 1,122 (year 2038),  Design Load: HS 20+Mod,  Features Intersected: PIXLEY SLOUGH,  Facility Carried by Structure: LIVE OAK RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 9.4m (30.8ft),  Skew: 3 degrees,  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 5.5m (18.0ft),  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 9.3m (30.5ft)

Condition: Deck: Fair,  Superstructure: Fair,  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: Somewhat better than minimum adequacy,  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: September 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 29 0104,  Location: 10-SJ-099-27.50 (Lat: 38.087336,  Lng: -121.260511),  Route carried "under" structure: State highway 99,  Year Built: 1964,  Structure Length: 0. m,  Average Daily Traffic: 60,500 (year 2009),  Truck Traffic: 39%,  Features Intersected: STATE ROUTE 99,  Facility Carried by Structure: ARMSTRONG RD
Minimum Vertical Clearance: 4.70m (15.42ft),  Kilometerpoint: 27.500,  Lanes on structure: 2,  Lanes under structure: 8,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 30.5m (100.1ft)

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Structure Number: 29 0105,  Location: 10-SJ-099-28.48 (Lat: 38.101553,  Lng: -121.260642),  Route carried "under" structure: State highway 99,  Year Built: 1964,  Structure Length: 0. m,  Average Daily Traffic: 60,500 (year 2009),  Truck Traffic: 39%,  Features Intersected: STATE ROUTE 99,  Facility Carried by Structure: HARNEY LANE
Minimum Vertical Clearance: 4.65m (15.26ft),  Kilometerpoint: 28.480,  Lanes on structure: 2,  Lanes under structure: 8,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 24.1m (79.1ft)

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Structure Number: 29 0139S,  Location: 10-SJ-099-29.00 (Lat: 38.109456,  Lng: -121.259725),  Route carried "under" structure: State highway 99,  Year Built: 1963,  Structure Length: 0. m,  Average Daily Traffic: 60,500 (year 2009),  Truck Traffic: 20%,  Features Intersected: STATE ROUTE 99
Minimum Vertical Clearance: 4.75m (15.58ft),  Kilometerpoint: 29.000,  Lanes on structure: 1,  Lanes under structure: 5,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 30.5m (100.1ft)

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Structure Number: 29 0140L,  Location: 10-SJ-099-29.50-LOD (Lat: 38.116186,  Lng: -121.257972),  Route carried "under" structure: State highway 12,  Year Built: 1963,  Structure Length: 0. m,  Average Daily Traffic: 11,800 (year 2009),  Truck Traffic: 6%,  Features Intersected: ROUTE 12 - KETTLEMAN LN,  Facility Carried by Structure: STATE ROUTE 99 SB
Minimum Vertical Clearance: 4.64m (15.22ft),  Kilometerpoint: 18.080,  Lanes on structure: 2,  Lanes under structure: 5,  Material/Design: Concrete,  Design/Construction: Tee Beam,  Length of Maximum Span: 21.3m (69.9ft)

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Structure Number: 29 0140R,  Location: 10-SJ-099-29.50-LOD (Lat: 38.116175,  Lng: -121.257714),  Route carried "under" structure: State highway 12,  Year Built: 1963,  Structure Length: 0. m,  Average Daily Traffic: 11,800 (year 2009),  Truck Traffic: 6%,  Features Intersected: ROUTE 12 - KETTLEMAN LN,  Facility Carried by Structure: STATE ROUTE 99 NB
Minimum Vertical Clearance: 4.54m (14.90ft),  Kilometerpoint: 18.080,  Lanes on structure: 2,  Lanes under structure: 5,  Material/Design: Concrete,  Design/Construction: Tee Beam,  Length of Maximum Span: 21.3m (69.9ft)

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Structure Number: 29 0144,  Location: 10-SJ-099-31.58-LOD (Lat: 38.145711,  Lng: -121.261669),  Route carried "under" structure: State highway 99,  Year Built: 1963,  Structure Length: 0. m,  Average Daily Traffic: 59,000 (year 2009),  Truck Traffic: 13%,  Features Intersected: STATE ROUTE 99,  Facility Carried by Structure: TURNER ROAD
Minimum Vertical Clearance: 4.80m (15.75ft),  Kilometerpoint: 31.580,  Lanes on structure: 2,  Lanes under structure: 6,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 25.6m (84.0ft)

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Structure Number: 29 0145,  Location: 10-SJ-099-32.57 (Lat: 38.160150,  Lng: -121.262069),  Route carried "under" structure: State highway 99,  Year Built: 1956,  Structure Length: 0. m,  Average Daily Traffic: 59,000 (year 2009),  Truck Traffic: 13%,  Features Intersected: STATE ROUTE 99,  Facility Carried by Structure: WOODBRIDGE ROAD
Minimum Vertical Clearance: 4.67m (15.32ft),  Kilometerpoint: 32.570,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 17.7m (58.1ft)

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Structure Number: 29 0148,  Location: 10-SJ-099-30.51-LOD (Lat: 38.130736,  Lng: -121.257756),  Route carried "under" structure: State highway 99,  Year Built: 1963,  Structure Length: 0. m,  Average Daily Traffic: 59,000 (year 2009),  Truck Traffic: 13%,  Features Intersected: STATE ROUTE 99,  Facility Carried by Structure: CCT RR
Minimum Vertical Clearance: 4.85m (15.91ft),  Kilometerpoint: 30.510,  Lanes under structure: 4,  Material/Design: Steel,  Design/Construction: Girder and Floorbeam System,  Length of Maximum Span: 18.3m (60.0ft)

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Structure Number: 29 0149,  Location: 10-SJ-099-30.73-LOD (Lat: 38.133933,  Lng: -121.257836),  Route carried "under" structure: State highway 99,  Year Built: 1963,  Structure Length: 0. m,  Average Daily Traffic: 59,000 (year 2009),  Truck Traffic: 13%,  Features Intersected: STATE ROUTE 99,  Facility Carried by Structure: E PINE ST
Minimum Vertical Clearance: 4.47m (14.67ft),  Kilometerpoint: 30.730,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Concrete continuous,  Design/Construction: Tee Beam,  Length of Maximum Span: 20.8m (68.2ft)

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Structure Number: 29 015,  Location: 10-SJ-012-18.08-LOD (Lat: 38.137400,  Lng: -121.258058),  Route carried "under" structure: State highway 99,  Year Built: 1963,  Structure Length: 0. m,  Average Daily Traffic: 59,000 (year 2009),  Truck Traffic: 13%,  Features Intersected: STATE ROUTE 99,  Facility Carried by Structure: STATE ROUTE 12
Minimum Vertical Clearance: 4.52m (14.83ft),  Kilometerpoint: 30.970,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Concrete continuous,  Design/Construction: Tee Beam,  Length of Maximum Span: 20.8m (68.2ft)

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Structure Number: 29 0151,  Location: 10-SJ-099-31.00-LOD (Lat: 38.137794,  Lng: -121.258083),  Route carried "under" structure: State highway 99,  Year Built: 1963,  Structure Length: 0. m,  Average Daily Traffic: 59,000 (year 2009),  Truck Traffic: 13%,  Features Intersected: STATE ROUTE 99,  Facility Carried by Structure: UP RR SPUR
Minimum Vertical Clearance: 4.70m (15.42ft),  Kilometerpoint: 31.000,  Lanes under structure: 5,  Material/Design: Steel,  Design/Construction: Girder and Floorbeam System,  Length of Maximum Span: 21.6m (70.9ft)

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Structure Number: 29 0152,  Location: 10-SJ-099-31.03-LOD (Lat: 38.138231,  Lng: -121.258275),  Route carried "under" structure: State highway 99,  Year Built: 1963,  Structure Length: 0. m,  Average Daily Traffic: 59,000 (year 2009),  Truck Traffic: 13%,  Features Intersected: STATE ROUTE 99,  Facility Carried by Structure: EAST LOCKEFORD ST
Minimum Vertical Clearance: 4.57m (14.99ft),  Kilometerpoint: 31.030,  Lanes on structure: 2,  Lanes under structure: 5,  Material/Design: Concrete continuous,  Design/Construction: Tee Beam,  Length of Maximum Span: 21.9m (71.9ft)

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Structure Number: 29 0159,  Location: 10-SJ-099-30.52-LOD (Lat: 38.130956,  Lng: -121.257756),  Route carried "under" structure: State highway 99,  Year Built: 1963,  Structure Length: 0. m,  Average Daily Traffic: 59,000 (year 2009),  Truck Traffic: 13%,  Features Intersected: STATE ROUTE 99,  Facility Carried by Structure: LODI AVE
Minimum Vertical Clearance: 4.60m (15.09ft),  Kilometerpoint: 30.520,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Concrete continuous,  Design/Construction: Tee Beam,  Length of Maximum Span: 18.3m (60.0ft)

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Structure Number: 29 016,  Location: 10-SJ-099-31.35-LOD (Lat: 38.142275,  Lng: -121.260550),  Route carried "under" structure: State highway 99,  Year Built: 1963,  Structure Length: 0. m,  Average Daily Traffic: 59,000 (year 2009),  Truck Traffic: 13%,  Features Intersected: STATE ROUTE 99,  Facility Carried by Structure: NORTH LODI OC
Minimum Vertical Clearance: 4.85m (15.91ft),  Kilometerpoint: 31.350,  Lanes on structure: 2,  Lanes under structure: 5,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 34.1m (111.9ft)

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Structure Number: 29 0245L,  Location: 10-SJ-005-41.66 (Lat: 38.145858,  Lng: -121.399367),  Route carried "under" structure: County highway ,  Year Built: 1979,  Structure Length: 0. m,  Average Daily Traffic: 2,120 (year 1997),  Truck Traffic: 5%,  Features Intersected: TURNER ROAD,  Facility Carried by Structure: INTERSTATE 5 SB
Minimum Vertical Clearance: 4.93m (16.17ft),  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: 30.9m (101.4ft)

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Structure Number: 29 0245R,  Location: 10-SJ-005-41.66 (Lat: 38.145861,  Lng: -121.398975),  Route carried "under" structure: County highway ,  Year Built: 1979,  Structure Length: 0. m,  Average Daily Traffic: 2,120 (year 1997),  Truck Traffic: 5%,  Features Intersected: TURNER ROAD,  Facility Carried by Structure: INTERSTATE 5 NB
Minimum Vertical Clearance: 4.85m (15.91ft),  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: 30.9m (101.4ft)

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Structure Number: 29 0254L,  Location: 10-SJ-005-38.06 (Lat: 38.096181,  Lng: -121.386436),  Route carried "under" structure: County highway ,  Year Built: 1976,  Structure Length: 0. m,  Average Daily Traffic: 3,080 (year 2007),  Truck Traffic: 5%,  Features Intersected: THORNTON ROAD,  Facility Carried by Structure: INTERSTATE 5 SB
Minimum Vertical Clearance: 4.68m (15.35ft),  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: 25.6m (84.0ft)