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


  • National Bridge Inventory (NBI) Statistics
  • 42Number of bridges
  • 341ft / 104mTotal length
  • 619,318Total average daily traffic
  • 40,794Total average daily truck traffic
  • National Bridge Inventory (NBI) Registered Bridges for Placerville
  • No street view available for this location

New bridges in Placerville, CA - historical statistics
  • New bridges - historical statistics
  • 11920-1929
  • 41930-1939
  • 21940-1949
  • 101950-1959
  • 141960-1969
  • 11970-1979
  • 31990-1999
  • 72000-2009
Reconstructed bridges in Placerville, CA - Historical Statistics
  • Reconstructed bridges - Historical Statistics
  • 11950-1959
  • 01960-1969
  • 01970-1979
  • 01980-1989
  • 01990-1999
  • 12000-2009
  • 12010-2019
Average Bridge Daily Traffic in Placerville, CA
Bridge Condition - Deck
  • Bridge Condition - Deck
  • 91.7%Good
  • 8.3%Fair
Bridge Condition - Superstructure
  • Bridge Condition - Superstructure
  • 81.5%Good
  • 18.5%Fair
Bridge Condition - Substructure
  • Bridge Condition - Substructure
  • 63.0%Good
  • 37.0%Fair
Bridge Condition - Channel
  • Bridge Condition - Channel
  • 17.6%Excellent
  • 41.2%Very good
  • 17.6%Good
  • 23.5%Satisfactory
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Structure Number: 25 0033,  Location: 03-ED-193-R24.65 (Lat: 38.765569,  Lng: -120.821772),  Route carried "on" structure: State highway 193,  Year Built: 1994,  Status: Open,  Structure Length: 12.19m (39.99ft),  Average Daily Traffic: 2,350 (year 2012),  Average Future Daily Traffic: 4,000 (year 2037),  Design Load: HS 20+Mod,  Features Intersected: S FK AMERICAN RIVER
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 24.650,  Lanes on structure: 2,  Base Highway Network: Yes (Inventory Route: 1,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Skew: 3 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 60.0m (196.9ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 13.3m (43.6ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Very good,  Operating Rating: 54.1 metric tons,  Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete
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Structure Number: 25 0052,  Location: 03-ED-050-18.30-PLCR (Lat: 38.730617,  Lng: -120.794108),  Route carried "on" structure: US 50,  Year Built: 1954,  Status: Open,  Structure Length: 1.14m (3.74ft),  Average Daily Traffic: 30,500 (year 2018),  Truck Traffic: 6%,  Average Future Daily Traffic: 79,000 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: LOCUST AVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 18.300,  Lanes on structure: 4,  Lanes under structure: 2,  Base Highway Network: Yes (,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 22.0m (72.2ft),  Skew: 31 degrees,  Material/Design: Concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 10.7m (35.1ft),  Curb or Sidewalk Widths: Left: 2.4m (7.9ft),  Right: 2.4m (7.9ft),  Curb-To-Curb Width: 17.1m (56.1ft),  Out-to-Out Width: 23.5m (77.1ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Fair,  Operating Rating: 54.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 33.0 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: High priority of corrective action,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 25 0053,  Location: 03-ED-050-18.52-PLCR (Lat: 38.731644,  Lng: -120.790561),  Route carried "on" structure: US 50,  Year Built: 1954,  Status: Open,  Structure Length: 3.26m (10.70ft),  Average Daily Traffic: 30,500 (year 2016),  Truck Traffic: 6%,  Average Future Daily Traffic: 49,500 (year 2040),  Design Load: HS 20,  Features Intersected: MOSQUITO RD & RAVINE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 18.520,  Lanes on structure: 5,  Lanes under structure: 2,  Base Highway Network: Yes (,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 25.6m (84.0ft),  Skew: 32 degrees,  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 18.3m (60.0ft),  Curb-To-Curb Width: 25.6m (84.0ft),  Out-to-Out Width: 26.8m (87.9ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Fair,  Operating Rating: 47.0 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 36.3 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Better than 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: October 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete
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Structure Number: 25 0055,  Location: 03-ED-050-18.16-PLCR (Lat: 38.729744,  Lng: -120.796664),  Route carried "on" structure: US 50,  Year Built: 1955,  Status: Open,  Structure Length: 1.30m (4.27ft),  Average Daily Traffic: 30,500 (year 2016),  Truck Traffic: 6%,  Average Future Daily Traffic: 79,000 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: CLAY STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 18.160,  Lanes on structure: 4,  Lanes under structure: 2,  Base Highway Network: Yes (,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 22.6m (74.1ft),  Skew: 30 degrees,  Material/Design: Concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 12.4m (40.7ft),  Curb or Sidewalk Widths: Left: 2.4m (7.9ft),  Right: 2.4m (7.9ft),  Curb-To-Curb Width: 17.1m (56.1ft),  Out-to-Out Width: 23.5m (77.1ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Fair,  Operating Rating: 59.6 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 46.0 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: High priority of corrective action,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 25 0058,  Location: 03-ED-049-14.84-PLCR (Lat: 38.727867,  Lng: -120.805083),  Route carried "on" structure: State highway 49,  Year Built: 1955,  Year Reconstructed: 2010,  Status: Open,  Structure Length: 0.78m (2.56ft),  Average Daily Traffic: 9,600 (year 2012),  Truck Traffic: 10%,  Average Future Daily Traffic: 14,994 (year 2042),  Design Load: H 20,  Features Intersected: HANGTOWN CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 14.840,  Lanes on structure: 5,  Base Highway Network: Yes (,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 23.1m (75.8ft),  Skew: 1 degrees,  Material/Design: Concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 6.3m (20.7ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 23.1m (75.8ft),  Out-to-Out Width: 27.4m (89.9ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Very good,  Operating Rating: 54.1 metric tons,  Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: September 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete
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Structure Number: 25 0061,  Location: 03-ED-089-4.20 (Lat: 38.790775,  Lng: -120.010272),  Route carried "on" structure: State highway 89,  Year Built: 1959,  Status: Open,  Structure Length: 0.82m (2.69ft),  Average Daily Traffic: 2,575 (year 2016),  Truck Traffic: 13%,  Average Future Daily Traffic: 3,571 (year 2042),  Design Load: HS 20,  Features Intersected: BIG MEADOWS CR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 4.200,  Lanes on structure: 2,  Base Highway Network: Yes (,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 7.9m (25.9ft),  Material/Design: Concrete continuous,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 2.4m (7.9ft)

Condition: Channel: Good,  Culverts: Good,  Operating Rating: 54.1 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Better than present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2020
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Structure Number: 25 0062,  Location: 03-ED-050-20.30-PLCR (Lat: 38.731164,  Lng: -120.760036),  Route carried "on" structure: US 50,  Year Built: 1961,  Status: Open,  Structure Length: 3.78m (12.40ft),  Average Daily Traffic: 30,500 (year 2016),  Truck Traffic: 6%,  Average Future Daily Traffic: 49,500 (year 2040),  Design Load: HS 20,  Features Intersected: POINT VIEW DRIVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 20.300,  Lanes on structure: 4,  Lanes under structure: 2,  Base Highway Network: Yes (,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 26.2m (86.0ft),  Skew: 31 degrees,  Material/Design: Concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Number Of Approach Spans: 2,  Length of Maximum Span: 21.9m (71.9ft),  Curb-To-Curb Width: 25.6m (84.0ft),  Out-to-Out Width: 26.8m (87.9ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 42.1 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 32.4 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: Superior to present desirable criteria,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: October 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Preformed Fabric
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Structure Number: 25 0063,  Location: 03-ED-050-19.12-PLCR (Lat: 38.732894,  Lng: -120.779586),  Route carried "on" structure: US 50,  Year Built: 1961,  Status: Open,  Structure Length: 4.39m (14.40ft),  Average Daily Traffic: 30,500 (year 2016),  Truck Traffic: 6%,  Average Future Daily Traffic: 49,500 (year 2040),  Design Load: HS 20,  Features Intersected: SCHNELL SCHOOL ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 19.120,  Lanes on structure: 4,  Lanes under structure: 2,  Base Highway Network: Yes (,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 26.2m (86.0ft),  Skew: 30 degrees,  Material/Design: Concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 21.9m (71.9ft),  Curb-To-Curb Width: 25.6m (84.0ft),  Out-to-Out Width: 26.8m (87.9ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 41.1 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 31.8 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: 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: October 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete
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Structure Number: 25 0064,  Location: 03-ED-050-19.61-PLCR (Lat: 38.733394,  Lng: -120.771325),  Route carried "on" structure: US 50,  Year Built: 1961,  Status: Open,  Structure Length: 6.68m (21.92ft),  Average Daily Traffic: 30,500 (year 2016),  Truck Traffic: 6%,  Average Future Daily Traffic: 49,500 (year 2040),  Design Load: HS 20,  Features Intersected: SMITH FLAT ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 19.610,  Lanes on structure: 4,  Lanes under structure: 2,  Base Highway Network: Yes (,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 25.6m (84.0ft),  Skew: 32 degrees,  Material/Design: Concrete continuous,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 23.5m (77.1ft),  Curb-To-Curb Width: 25.6m (84.0ft),  Out-to-Out Width: 27.0m (88.6ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 31.1 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 24.0 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: 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: October 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete
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Structure Number: 25 0065,  Location: 03-ED-050-20.74 (Lat: 38.731642,  Lng: -120.752144),  Route carried "on" structure: County highway ,  Year Built: 1961,  Status: Open,  Structure Length: 4.94m (16.21ft),  Average Daily Traffic: 5,000 (year 2016),  Truck Traffic: 5%,  Average Future Daily Traffic: 7,000 (year 2036),  Design Load: HS 20+Mod,  Features Intersected: U.S. HIGHWAY 50,  Facility Carried by Structure: NEWTOWN ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 9.8m (32.2ft),  Skew: 32 degrees,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 2,  Number Of Approach Spans: 2,  Length of Maximum Span: 18.6m (61.0ft),  Curb or Sidewalk Widths: Left: 1.4m (4.6ft),  Right: 0.0m,  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: 44.1 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 34.0 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Meets minimum limits,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: October 2018,  Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 25 0066,  Location: 03-ED-050-18.76-PLCR (Lat: 38.731908,  Lng: -120.786139),  Route carried "on" structure: City street ,  Year Built: 1961,  Status: Open,  Structure Length: 5.27m (17.29ft),  Average Daily Traffic: 5,000 (year 2016),  Truck Traffic: 3%,  Average Future Daily Traffic: 7,200 (year 2040),  Design Load: HS 20,  Features Intersected: US HIGHWAY 50,  Facility Carried by Structure: CARSON 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: 14.6m (47.9ft),  Skew: 1 degrees,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 2,  Number Of Approach Spans: 2,  Length of Maximum Span: 18.6m (61.0ft),  Curb or Sidewalk Widths: Left: 1.7m (5.6ft),  Right: 1.7m (5.6ft),  Curb-To-Curb Width: 9.8m (32.2ft),  Out-to-Out Width: 14.6m (47.9ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 31.4 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 24.0 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: Equal to present minimum criteria,  Deck Geometry: Meets minimum limits,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2020,  Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 25 0067,  Location: 03-ED-050-15.83-PLCR (Lat: 38.721517,  Lng: -120.833711),  Route carried "on" structure: County highway ,  Year Built: 1963,  Status: Open,  Structure Length: 6.81m (22.34ft),  Average Daily Traffic: 10,000 (year 2012),  Truck Traffic: 8%,  Average Future Daily Traffic: 12,500 (year 2037),  Design Load: HS 20+Mod,  Features Intersected: US HIGHWAY 50,  Facility Carried by Structure: FORNI RD
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),  Skew: 1 degrees,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 26.8m (87.9ft),  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: Fair,  Substructure: Good,  Operating Rating: 33.7 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: 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: Somewhat better than minimum adequacy,  Deck Geometry: Meets minimum limits,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete
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Structure Number: 25 0117,  Location: 03-ED-050-16.50 (Lat: 38.728022,  Lng: -120.824525),  Route carried "on" structure: City street ,  Year Built: 1997,  Status: Open,  Structure Length: 6.04m (19.82ft),  Average Daily Traffic: 2,500 (year 2012),  Truck Traffic: 5%,  Average Future Daily Traffic: 3,200 (year 2037),  Design Load: HS 20+Mod,  Features Intersected: US HIGHWAY 50,  Facility Carried by Structure: RAY LAWYER DRIVE
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: 15.8m (51.8ft),  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 33.1m (108.6ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 15.8m (51.8ft),  Out-to-Out Width: 18.4m (60.4ft)

Condition: Deck: Good,  Superstructure: Fair,  Substructure: Good,  Operating Rating: 54.1 metric tons,  Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: 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: September 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 25 0125,  Location: 03-ED-050-16.99 (Lat: 38.730181,  Lng: -120.816631),  Route carried "on" structure: US 50,  Year Built: 2009,  Status: Open,  Structure Length: 5.40m (17.72ft),  Average Daily Traffic: 40,000 (year 2012),  Truck Traffic: 6%,  Average Future Daily Traffic: 78,000 (year 2037),  Design Load: HS 20+Mod,  Features Intersected: WEST PLACERVILLE DRIVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 16.990,  Lanes on structure: 4,  Lanes under structure: 3,  Base Highway Network: Yes (,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 27.9m (91.5ft),  Skew: 34 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 52.8m (173.2ft),  Curb-To-Curb Width: 26.4m (86.6ft),  Out-to-Out Width: 27.9m (91.5ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 54.1 metric tons,  Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete
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Structure Number: 25C0003,  Location: 1.2 MI N MT AUKUM RD (Lat: 38.653253,  Lng: -120.701525),  Route carried "on" structure: County highway ,  Year Built: 1940,  Status: Open,  Structure Length: 2.16m (7.09ft),  Average Daily Traffic: 4,491 (year 2012),  Truck Traffic: 10%,  Average Future Daily Traffic: 9,202 (year 2043),  Design Load: H 15,  Features Intersected: N FORK COSUMNES RIVER,  Facility Carried by Structure: BUCKS BAR RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 5.8m (19.0ft),  Material/Design: Concrete,  Design/Construction: Arch - Deck,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 21.2m (69.6ft),  Curb-To-Curb Width: 5.8m (19.0ft),  Out-to-Out Width: 6.6m (21.7ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Very 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: High priority of replacement,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 25C0006,  Location: AT SR 50 (Lat: 38.728706,  Lng: -120.802797),  Route carried "on" structure: City street ,  Year Built: 1924,  Year Reconstructed: 1955,  Status: Open,  Structure Length: 0.76m (2.49ft),  Average Daily Traffic: 5,000 (year 2013),  Truck Traffic: 10%,  Average Future Daily Traffic: 3,227 (year 2040),  Features Intersected: HANGTOWN CREEK,  Facility Carried by Structure: CENTER ST
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 7.6m (24.9ft),  Material/Design: Concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 7.0m (23.0ft),  Curb or Sidewalk Widths: Left: 0.7m (2.3ft),  Right: 1.8m (5.9ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 14.6m (47.9ft)

Condition: Deck: Good,  Superstructure: Fair,  Substructure: Fair,  Channel: Very good,  Operating Rating: 28.8 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 17.2 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Meets minimum limits,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 25C001,  Location: 50 FEET SOUTH OF U.S. 50 (Lat: 38.727758,  Lng: -120.807286),  Route carried "on" structure: City street ,  Year Built: 1954,  Year Reconstructed: 2009,  Status: Open,  Structure Length: 0.89m (2.92ft),  Average Daily Traffic: 6,500 (year 2011),  Truck Traffic: 10%,  Average Future Daily Traffic: 12,912 (year 2040),  Design Load: HS 20,  Features Intersected: HANGTOWN CREEK,  Facility Carried by Structure: CANAL ST
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 17.6m (57.7ft),  Skew: 3 degrees,  Material/Design: Concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 8.6m (28.2ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 17.6m (57.7ft),  Out-to-Out Width: 19.4m (63.6ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Fair,  Channel: Very good,  Operating Rating: 47.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 27.2 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: Equal to 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: Integral Concrete
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Structure Number: 25C002,  Location: 0.1 MI W OF S.R. 89 (Lat: 38.815761,  Lng: -120.017997),  Route carried "on" structure: County highway ,  Year Built: 1965,  Status: Open,  Structure Length: 1.89m (6.20ft),  Average Daily Traffic: 660 (year 2010),  Truck Traffic: 10%,  Average Future Daily Traffic: 1,699 (year 2041),  Features Intersected: UPPER TRUCKEE RIVER,  Facility Carried by Structure: PORTAL DR
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: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 17.8m (58.4ft),  Curb-To-Curb Width: 8.4m (27.6ft),  Out-to-Out Width: 8.5m (27.9ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Fair,  Channel: Good,  Operating Rating: 27.9 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 16.8 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Meets minimum limits,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 25C0029,  Location: 0.3 MI W COLD SPRINGS RD (Lat: 38.733464,  Lng: -120.827756),  Route carried "on" structure: City street ,  Year Built: 1931,  Status: Open,  Structure Length: 1.37m (4.49ft),  Average Daily Traffic: 20,000 (year 2013),  Truck Traffic: 10%,  Average Future Daily Traffic: 14,633 (year 2042),  Features Intersected: HANGTOWN CREEK,  Facility Carried by Structure: PLACERVILLE DR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 9.1m (29.9ft),  Skew: 5 degrees,  Material/Design: Concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 13.1m (43.0ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 8.4m (27.6ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Fair,  Channel: Satisfactory,  Operating Rating: 38.2 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: 27.5 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to 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: 25C0061,  Location: 5.7 MI NORTH OF US 50 (Lat: 38.775708,  Lng: -120.748289),  Route carried "on" structure: County highway ,  Year Built: 1939,  Status: Posted for load,  Structure Length: 7.47m (24.51ft),  Average Daily Traffic: 1,055 (year 2012),  Truck Traffic: 2%,  Average Future Daily Traffic: 2,572 (year 2040),  Features Intersected: SOUTH FK AMERICAN RIVER,  Facility Carried by Structure: MOSQUITO RD
Minimum Vertical Clearance: 3.99m (13.09ft),  Kilometerpoint: 0.000,  Lanes on structure: 1,  Owner: County Highway Agency,  Approaching Roadway Width: 4.6m (15.1ft),  Material/Design: Steel,  Design/Construction: Suspension,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 61.3m (201.1ft),  Curb-To-Curb Width: 2.7m (8.9ft),  Out-to-Out Width: 3.1m (10.2ft)

Condition: Deck: Fair,  Superstructure: Good,  Substructure: Fair,  Channel: Good,  Operating Rating: 9.1 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 5.2 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: High priority of corrective action,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: High priority of corrective action,  Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below),  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 24 months,  Inspection Date: June 2020,  Critical Feature Inspection Date: October 2020,  Deck Structure Type: Wood or Timber,  Wearing Surface/Protective System: Wearing Surface: Wood or Timber
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Structure Number: 25C0063,  Location: 2.8 MI N PLEASANT VALY RD (Lat: 38.707500,  Lng: -120.763467),  Route carried "on" structure: County highway ,  Year Built: 1930,  Status: Open,  Structure Length: 1.01m (3.31ft),  Average Daily Traffic: 2,313 (year 2012),  Truck Traffic: 4%,  Average Future Daily Traffic: 1,521 (year 2042),  Features Intersected: WEBER CREEK,  Facility Carried by Structure: CEDAR RAVINE RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 1,  Owner: County Highway Agency,  Approaching Roadway Width: 5.5m (18.0ft),  Material/Design: Concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 9.4m (30.8ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 5.2m (17.1ft),  Out-to-Out Width: 6.6m (21.7ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Fair,  Channel: Satisfactory,  Operating Rating: 25.9 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 15.6 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Meets minimum limits,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Better than present minimum 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,  Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 25C0099,  Location: 5.5 MI NE OF S.R. 193 (Lat: 38.795511,  Lng: -120.776439),  Route carried "on" structure: County highway ,  Year Built: 1936,  Status: Open,  Structure Length: 5.36m (17.59ft),  Average Daily Traffic: 224 (year 2012),  Truck Traffic: 10%,  Average Future Daily Traffic: 653 (year 2040),  Features Intersected: ROCK CREEK,  Facility Carried by Structure: ROCK CREEK RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 6.7m (22.0ft),  Skew: 1 degrees,  Material/Design: Concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 10.7m (35.1ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 6.1m (20.0ft),  Out-to-Out Width: 6.9m (22.6ft)

Condition: Deck: Fair,  Superstructure: Good,  Substructure: Good,  Channel: Very good,  Operating Rating: 25.9 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 15.6 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 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: 25C0111,  Location: 0.8 MI W OF LATROBE ROAD (Lat: 38.635983,  Lng: -121.077081),  Route carried "on" structure: County highway ,  Year Built: 2005,  Status: Open,  Structure Length: 2.00m (6.56ft),  Average Daily Traffic: 10,100 (year 2012),  Truck Traffic: 10%,  Average Future Daily Traffic: 7,457 (year 2042),  Design Load: HS 20,  Features Intersected: CARSON CREEK TRIBUTARY,  Facility Carried by Structure: WHITE ROCK ROAD
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: 15.0m (49.2ft),  Skew: 4 degrees,  Material/Design: Concrete,  Design/Construction: Arch - Deck,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 19.1m (62.7ft),  Curb-To-Curb Width: 15.0m (49.2ft),  Out-to-Out Width: 15.0m (49.2ft)

Condition: Superstructure: Good,  Substructure: Good,  Channel: Excellent,  Operating Rating: 54.1 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: July 2020
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Structure Number: 25C0117,  Location: 150 FEET NORTH OF MAIN ST (Lat: 38.729344,  Lng: -120.796425),  Route carried "on" structure: City street ,  Year Built: 1940,  Status: Open,  Structure Length: 0.98m (3.22ft),  Average Daily Traffic: 2,100 (year 2008),  Truck Traffic: 10%,  Average Future Daily Traffic: 3,766 (year 2040),  Features Intersected: HANGTOWN CREEK,  Facility Carried by Structure: CLAY ST
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 1,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Skew: 9 degrees,  Material/Design: Concrete,  Design/Construction: Arch - Deck,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 6.7m (22.0ft),  Curb-To-Curb Width: 5.2m (17.1ft),  Out-to-Out Width: 5.8m (19.0ft)

Condition: Superstructure: Fair,  Substructure: Fair,  Channel: Satisfactory,  Operating Rating: 28.5 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 17.2 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Meets minimum limits,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2020
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Structure Number: 25C0118,  Location: 0.1 MI E PLACERVILLE DR (Lat: 38.733894,  Lng: -120.829778),  Route carried "on" structure: City street ,  Year Built: 1950,  Status: Open,  Structure Length: 0.79m (2.59ft),  Average Daily Traffic: 9,000 (year 2008),  Truck Traffic: 10%,  Average Future Daily Traffic: 13,986 (year 2040),  Features Intersected: HANGTOWN CREEK,  Facility Carried by Structure: PIERROZ RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 5.8m (19.0ft),  Skew: 6 degrees,  Material/Design: Steel,  Design/Construction: Arch - Deck,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 7.9m (25.9ft),  Curb-To-Curb Width: 5.8m (19.0ft),  Out-to-Out Width: 8.4m (27.6ft)

Condition: Superstructure: Fair,  Substructure: Good,  Channel: 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: Somewhat better than minimum adequacy,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2020
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Structure Number: 25C012,  Location: 0.1 MI EST OF CHRISTIE DR (Lat: 38.928200,  Lng: -120.011492),  Route carried "on" structure: City street ,  Year Built: 1967,  Status: Open,  Structure Length: 2.74m (8.99ft),  Average Daily Traffic: 2,350 (year 1989),  Truck Traffic: 10%,  Average Future Daily Traffic: 7,318 (year 2043),  Features Intersected: VENICE BRIDGE (WIER),  Facility Carried by Structure: VENICE DR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 11.3m (37.1ft),  Material/Design: Prestressed concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 9.1m (29.9ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 0.4m (1.3ft),  Curb-To-Curb Width: 9.7m (31.8ft),  Out-to-Out Width: 12.2m (40.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Very good,  Operating Rating: 35.3 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 21.4 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 25C0126,  Location: 20 M SOUTH OF HWY50 (Lat: 38.729639,  Lng: -120.813853),  Route carried "on" structure: Alternate City street ,  Year Built: 2007,  Status: Open,  Structure Length: 13.44m (44.09ft),  Average Daily Traffic: 8,000 (year 2013),  Truck Traffic: 1%,  Average Future Daily Traffic: 9,182 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: HANGTOWN CREEK,  Facility Carried by Structure: PLACERVILLE DRIVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 13.0m (42.7ft),  Skew: 9 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 54.0m (177.2ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 12.0m (39.4ft),  Out-to-Out Width: 14.2m (46.6ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Excellent,  Operating Rating: 54.1 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Better than 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: July 2020,  Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 25C0129,  Location: 50' SOUTH OF US 50 (Lat: 38.730089,  Lng: -120.798967),  Route carried "on" structure: City street ,  Year Built: 2009,  Status: Open,  Structure Length: 0.82m (2.69ft),  Average Daily Traffic: 10,000 (year 2008),  Truck Traffic: 10%,  Average Future Daily Traffic: 15,303 (year 2042),  Design Load: HS 20+Mod,  Features Intersected: HANGTOWN CREEK,  Facility Carried by Structure: BEDFORD AVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 17.0m (55.8ft),  Material/Design: Prestressed concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 7.9m (25.9ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 17.0m (55.8ft),  Out-to-Out Width: 19.6m (64.3ft)

Condition: Deck: Good,  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: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: July 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete
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Structure Number: 25 005,  Location: 03-ED-050-17.78-PLCR (Lat: 38.729222,  Lng: -120.802992),  Route carried "under" structure: US 50,  Year Built: 1955,  Structure Length: 0. m,  Average Daily Traffic: 30,500 (year 2012),  Truck Traffic: 6%,  Features Intersected: U.S. HIGHWAY 50,  Facility Carried by Structure: PEDESTRIAN WALKWAY
Minimum Vertical Clearance: 4.70m (15.42ft),  Kilometerpoint: 17.780,  Lanes under structure: 5,  Material/Design: Steel continuous,  Design/Construction: Girder and Floorbeam System,  Length of Maximum Span: 29.3m (96.1ft)

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Structure Number: 25 0053,  Location: 03-ED-050-18.52-PLCR (Lat: 38.731644,  Lng: -120.790561),  Route carried "under" structure: City street ,  Year Built: 1954,  Structure Length: 0. m,  Average Daily Traffic: 5,000 (year 2016),  Truck Traffic: 5%,  Features Intersected: MOSQUITO RD & RAVINE,  Facility Carried by Structure: U.S. HIGHWAY 50
Minimum Vertical Clearance: 6.22m (20.41ft),  Kilometerpoint: 0.000,  Lanes on structure: 5,  Lanes under structure: 2,  Material/Design: Concrete continuous,  Design/Construction: Slab,  Length of Maximum Span: 18.3m (60.0ft)

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Structure Number: 25 0055,  Location: 03-ED-050-18.16-PLCR (Lat: 38.729744,  Lng: -120.796664),  Route carried "under" structure: Business City street ,  Year Built: 1955,  Structure Length: 0. m,  Average Daily Traffic: 5,000 (year 2016),  Truck Traffic: 5%,  Features Intersected: CLAY STREET,  Facility Carried by Structure: U.S. HIGHWAY 50
Minimum Vertical Clearance: 4.60m (15.09ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Lanes under structure: 2,  Material/Design: Concrete,  Design/Construction: Slab,  Length of Maximum Span: 12.4m (40.7ft)

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Structure Number: 25 0062,  Location: 03-ED-050-20.30-PLCR (Lat: 38.731164,  Lng: -120.760036),  Route carried "under" structure: City street ,  Year Built: 1961,  Structure Length: 0. m,  Average Daily Traffic: 5,000 (year 2016),  Truck Traffic: 10%,  Features Intersected: POINT VIEW DRIVE,  Facility Carried by Structure: U.S. HIGHWAY 50
Minimum Vertical Clearance: 4.57m (14.99ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Lanes under structure: 2,  Material/Design: Concrete,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 21.9m (71.9ft)

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Structure Number: 25 0063,  Location: 03-ED-050-19.12-PLCR (Lat: 38.732894,  Lng: -120.779586),  Route carried "under" structure: City street ,  Year Built: 1961,  Structure Length: 0. m,  Average Daily Traffic: 7,000 (year 2016),  Truck Traffic: 3%,  Features Intersected: SCHNELL SCHOOL ROAD,  Facility Carried by Structure: U.S. HIGHWAY 50
Minimum Vertical Clearance: 5.51m (18.08ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Lanes under structure: 2,  Material/Design: Concrete,  Design/Construction: Tee Beam,  Length of Maximum Span: 21.9m (71.9ft)

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Structure Number: 25 0064,  Location: 03-ED-050-19.61-PLCR (Lat: 38.733394,  Lng: -120.771325),  Route carried "under" structure: City street ,  Year Built: 1961,  Structure Length: 0. m,  Average Daily Traffic: 10,000 (year 2016),  Truck Traffic: 10%,  Features Intersected: SMITH FLAT ROAD,  Facility Carried by Structure: U.S. HIGHWAY 50
Minimum Vertical Clearance: 13.11m (43.01ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Lanes under structure: 2,  Material/Design: Concrete continuous,  Design/Construction: Tee Beam,  Length of Maximum Span: 23.5m (77.1ft)

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Structure Number: 25 0065,  Location: 03-ED-050-20.74 (Lat: 38.731642,  Lng: -120.752144),  Route carried "under" structure: US 50,  Year Built: 1961,  Structure Length: 0. m,  Average Daily Traffic: 30,500 (year 2014),  Truck Traffic: 6%,  Features Intersected: U.S. HIGHWAY 50,  Facility Carried by Structure: NEWTOWN ROAD
Minimum Vertical Clearance: 4.67m (15.32ft),  Kilometerpoint: 20.740,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 18.6m (61.0ft)

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Structure Number: 25 0066,  Location: 03-ED-050-18.76-PLCR (Lat: 38.731908,  Lng: -120.786139),  Route carried "under" structure: US 50,  Year Built: 1961,  Structure Length: 0. m,  Average Daily Traffic: 30,500 (year 2016),  Truck Traffic: 6%,  Features Intersected: US HIGHWAY 50,  Facility Carried by Structure: CARSON ROAD
Minimum Vertical Clearance: 4.64m (15.22ft),  Kilometerpoint: 18.760,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 18.6m (61.0ft)

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Structure Number: 25 0067,  Location: 03-ED-050-15.83-PLCR (Lat: 38.721517,  Lng: -120.833711),  Route carried "under" structure: US 50,  Year Built: 1963,  Structure Length: 0. m,  Average Daily Traffic: 40,000 (year 2012),  Truck Traffic: 6%,  Features Intersected: US HIGHWAY 50,  Facility Carried by Structure: FORNI RD
Minimum Vertical Clearance: 5.05m (16.57ft),  Kilometerpoint: 15.830,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 26.8m (87.9ft)

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Structure Number: 25 0117,  Location: 03-ED-050-16.50 (Lat: 38.728022,  Lng: -120.824525),  Route carried "under" structure: US 50,  Year Built: 1997,  Structure Length: 0. m,  Average Daily Traffic: 40,000 (year 2012),  Truck Traffic: 6%,  Features Intersected: US HIGHWAY 50,  Facility Carried by Structure: RAY LAWYER DRIVE
Minimum Vertical Clearance: 6.32m (20.73ft),  Kilometerpoint: 16.500,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 33.1m (108.6ft)

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Structure Number: 25 0118,  Location: 03-ED-050-21.13-PLCR (Lat: 38.732772,  Lng: -120.745964),  Route carried "under" structure: US 50,  Year Built: 2000,  Structure Length: 0. m,  Average Daily Traffic: 29,000 (year 2018),  Truck Traffic: 7%,  Features Intersected: U.S. HIGHWAY 50,  Facility Carried by Structure: PEDESTRIAN WALKWAY
Minimum Vertical Clearance: 5.48m (17.98ft),  Kilometerpoint: 21.130,  Lanes under structure: 4,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 32.2m (105.6ft)

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Structure Number: 25 0124,  Location: 03-ED-050-18.03 (Lat: 38.730536,  Lng: -120.798525),  Route carried "under" structure: US 50,  Year Built: 2009,  Structure Length: 0. m,  Average Daily Traffic: 30,500 (year 2009),  Truck Traffic: 6%,  Features Intersected: U.S. HIGHWAY 50,  Facility Carried by Structure: PEDESTRIAN WALKWAY
Minimum Vertical Clearance: 5.78m (18.96ft),  Kilometerpoint: 18.030,  Lanes under structure: 5,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Single/Spread,  Length of Maximum Span: 20.3m (66.6ft)

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Structure Number: 25 0125,  Location: 03-ED-050-16.99 (Lat: 38.730181,  Lng: -120.816631),  Route carried "under" structure: City street ,  Year Built: 2009,  Structure Length: 0. m,  Average Daily Traffic: 5,000 (year 2009),  Truck Traffic: 5%,  Features Intersected: WEST PLACERVILLE DRIVE,  Facility Carried by Structure: US HIGHWAY 50
Minimum Vertical Clearance: 5.35m (17.55ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Lanes under structure: 3,  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 52.8m (173.2ft)

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Structure Number: 25C0065,  Location: N/O SR 50 (Lat: 38.733725,  Lng: -120.779547),  Route carried "under" structure: City street ,  Year Built: 1970,  Structure Length: 0. m,  Average Daily Traffic: 9,500 (year 2011),  Truck Traffic: 10%,  Features Intersected: SCHNELL SCHOOL RD,  Facility Carried by Structure: BIKE PATH
Minimum Vertical Clearance: 4.80m (15.75ft),  Kilometerpoint: 0.000,  Lanes under structure: 2,  Material/Design: Concrete,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 18.3m (60.0ft)

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