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 - historical statistics
- 11920-1929
- 41930-1939
- 21940-1949
- 101950-1959
- 141960-1969
- 11970-1979
- 31990-1999
- 72000-2009
- Reconstructed bridges - Historical Statistics
- 11950-1959
- 01960-1969
- 01970-1979
- 01980-1989
- 01990-1999
- 12000-2009
- 12010-2019
- Bridge Condition - Deck
- 91.7%Good
- 8.3%Fair
- Bridge Condition - Superstructure
- 81.5%Good
- 18.5%Fair
- Bridge Condition - Substructure
- 63.0%Good
- 37.0%Fair
- 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
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
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
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
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
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
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
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
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
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
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
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
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
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
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
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
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
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
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
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
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
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
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
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
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
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
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
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
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)
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)
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)
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)
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)
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)
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)
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)
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)
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)
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)
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)
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)
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)
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)