Bridge Statistics for Shingle Springs, California (CA)
Condition, Traffic, Stress, Structural Evaluation, Project Costs
- National Bridge Inventory (NBI) Statistics
- 10Number of bridges
- 92ft / 28.2mTotal length
- 160,871Total average daily traffic
- 14,590Total average daily truck traffic
- National Bridge Inventory (NBI) Registered Bridges for Shingle Springs
- No street view available for this location
- New bridges - historical statistics
- 11910-1919
- 61960-1969
- 11980-1989
- 12000-2009
- 12010-2019
- Bridge Condition - Superstructure
- 57.1%Good
- 42.9%Fair
- Bridge Condition - Substructure
- 57.1%Good
- 42.9%Fair
- Bridge Condition - Channel
- 50.0%Very good
- 50.0%Satisfactory
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Structure Number: 25 0074, Location: 03-ED-050-R8.56 (Lat: 38.662861, Lng: -120.937839), Route carried "on" structure: County highway , Year Built: 1969, Status: Open, Structure Length: 7.10m (23.29ft), Average Daily Traffic: 15,000 (year 2012), Truck Traffic: 8%, Average Future Daily Traffic: 21,000 (year 2037), Design Load: HS 20, Features Intersected: U.S. HIGHWAY 50, Facility Carried by Structure: SHINGLE SPRINGS RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 3, Lanes under structure: 6, Owner: State Highway Agency, Approaching Roadway Width: 12.8m (42.0ft), Material/Design: Concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 2, Length of Maximum Span: 36.0m (118.1ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 1.5m (4.9ft), Curb-To-Curb Width: 12.8m (42.0ft), Out-to-Out Width: 14.9m (48.9ft)
Condition: Deck: Good, Superstructure: Fair, Substructure: Fair, Operating Rating: 51.5 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 39.9 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, 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 0074, Location: 03-ED-050-R8.56 (Lat: 38.662861, Lng: -120.937839), Route carried "on" structure: County highway , Year Built: 1969, Status: Open, Structure Length: 7.10m (23.29ft), Average Daily Traffic: 15,000 (year 2012), Truck Traffic: 8%, Average Future Daily Traffic: 21,000 (year 2037), Design Load: HS 20, Features Intersected: U.S. HIGHWAY 50, Facility Carried by Structure: SHINGLE SPRINGS RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 3, Lanes under structure: 6, Owner: State Highway Agency, Approaching Roadway Width: 12.8m (42.0ft), Material/Design: Concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 2, Length of Maximum Span: 36.0m (118.1ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 1.5m (4.9ft), Curb-To-Curb Width: 12.8m (42.0ft), Out-to-Out Width: 14.9m (48.9ft)
Condition: Deck: Good, Superstructure: Fair, Substructure: Fair, Operating Rating: 51.5 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 39.9 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, 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 0078L, Location: 03-ED-050-R10.30 (Lat: 38.680244, Lng: -120.915161), Route carried "on" structure: US 50, Year Built: 1969, Status: Open, Structure Length: 4.02m (13.19ft), Average Daily Traffic: 23,750 (year 2009), Truck Traffic: 6%, Average Future Daily Traffic: 50,000 (year 2035), Design Load: HS 20+Mod, Features Intersected: SHINGLE SPRINGS DR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 10.300, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes (, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 11.9m (39.0ft), Skew: 4 degrees, Material/Design: Concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 3, Length of Maximum Span: 23.2m (76.1ft), Curb-To-Curb Width: 11.9m (39.0ft), Out-to-Out Width: 12.5m (41.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 45.0 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: 32.1 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: September 2018, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 25 0078L, Location: 03-ED-050-R10.30 (Lat: 38.680244, Lng: -120.915161), Route carried "on" structure: US 50, Year Built: 1969, Status: Open, Structure Length: 4.02m (13.19ft), Average Daily Traffic: 23,750 (year 2009), Truck Traffic: 6%, Average Future Daily Traffic: 50,000 (year 2035), Design Load: HS 20+Mod, Features Intersected: SHINGLE SPRINGS DR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 10.300, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes (, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 11.9m (39.0ft), Skew: 4 degrees, Material/Design: Concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 3, Length of Maximum Span: 23.2m (76.1ft), Curb-To-Curb Width: 11.9m (39.0ft), Out-to-Out Width: 12.5m (41.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 45.0 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: 32.1 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: September 2018, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 25 0078R, Location: 03-ED-050-R10.30 (Lat: 38.679883, Lng: -120.915078), Route carried "on" structure: US 50, Year Built: 1969, Status: Open, Structure Length: 4.02m (13.19ft), Average Daily Traffic: 23,750 (year 2009), Truck Traffic: 6%, Average Future Daily Traffic: 50,000 (year 2035), Design Load: HS 20+Mod, Features Intersected: SHINGLE SPRINGS DR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 10.300, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes (, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 11.9m (39.0ft), Skew: 4 degrees, Material/Design: Concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 3, Length of Maximum Span: 23.2m (76.1ft), Curb-To-Curb Width: 11.9m (39.0ft), Out-to-Out Width: 12.5m (41.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 45.0 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: 32.1 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: September 2018, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 25 0078R, Location: 03-ED-050-R10.30 (Lat: 38.679883, Lng: -120.915078), Route carried "on" structure: US 50, Year Built: 1969, Status: Open, Structure Length: 4.02m (13.19ft), Average Daily Traffic: 23,750 (year 2009), Truck Traffic: 6%, Average Future Daily Traffic: 50,000 (year 2035), Design Load: HS 20+Mod, Features Intersected: SHINGLE SPRINGS DR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 10.300, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes (, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 11.9m (39.0ft), Skew: 4 degrees, Material/Design: Concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 3, Length of Maximum Span: 23.2m (76.1ft), Curb-To-Curb Width: 11.9m (39.0ft), Out-to-Out Width: 12.5m (41.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 45.0 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: 32.1 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: September 2018, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 25C0039, Location: 0.1 MI WEST LOTUS RD (Lat: 38.721478, Lng: -120.933217), Route carried "on" structure: County highway , Year Built: 2005, Status: Open, Structure Length: 2.50m (8.20ft), Average Daily Traffic: 7,254 (year 2012), Truck Traffic: 25%, Average Future Daily Traffic: 9,146 (year 2040), Design Load: HS 20+Mod, Features Intersected: DRY CREEK, Facility Carried by Structure: GREEN VALLEY ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 14.4m (47.2ft), Skew: 2 degrees, Material/Design: Concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 25.0m (82.0ft), Curb-To-Curb Width: 14.2m (46.6ft), Out-to-Out Width: 14.4m (47.2ft)
Condition: Deck: Good, Superstructure: Fair, Substructure: Good, Channel: Very good, Operating Rating: 54.1 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Superior to present desirable 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: 25C0039, Location: 0.1 MI WEST LOTUS RD (Lat: 38.721478, Lng: -120.933217), Route carried "on" structure: County highway , Year Built: 2005, Status: Open, Structure Length: 2.50m (8.20ft), Average Daily Traffic: 7,254 (year 2012), Truck Traffic: 25%, Average Future Daily Traffic: 9,146 (year 2040), Design Load: HS 20+Mod, Features Intersected: DRY CREEK, Facility Carried by Structure: GREEN VALLEY ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 14.4m (47.2ft), Skew: 2 degrees, Material/Design: Concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 25.0m (82.0ft), Curb-To-Curb Width: 14.2m (46.6ft), Out-to-Out Width: 14.4m (47.2ft)
Condition: Deck: Good, Superstructure: Fair, Substructure: Good, Channel: Very good, Operating Rating: 54.1 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Superior to present desirable 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: 25C0042, Location: 1.2 MI N GREEN VLY RD (Lat: 38.739828, Lng: -120.933725), Route carried "on" structure: County highway , Year Built: 1987, Status: Open, Structure Length: 7.62m (25.00ft), Average Daily Traffic: 7,507 (year 2012), Truck Traffic: 10%, Average Future Daily Traffic: 4,842 (year 2040), Design Load: HS 20+Mod, Features Intersected: WEBER CREEK, Facility Carried by Structure: LOTUS RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Base Highway Network: Yes, Owner: County Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Material/Design: Prestressed concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 2, Length of Maximum Span: 37.8m (124.0ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.3m (43.6ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Fair, Channel: Very good, Operating Rating: 54.1 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal 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: 25C0042, Location: 1.2 MI N GREEN VLY RD (Lat: 38.739828, Lng: -120.933725), Route carried "on" structure: County highway , Year Built: 1987, Status: Open, Structure Length: 7.62m (25.00ft), Average Daily Traffic: 7,507 (year 2012), Truck Traffic: 10%, Average Future Daily Traffic: 4,842 (year 2040), Design Load: HS 20+Mod, Features Intersected: WEBER CREEK, Facility Carried by Structure: LOTUS RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Base Highway Network: Yes, Owner: County Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Material/Design: Prestressed concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 2, Length of Maximum Span: 37.8m (124.0ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.3m (43.6ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Fair, Channel: Very good, Operating Rating: 54.1 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal 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: 25C0083, Location: 6 MI S OF MOTHER LODE D (Lat: 38.602753, Lng: -120.927536), Route carried "on" structure: County highway , Year Built: 1915, Year Reconstructed: 1930, Status: Open, Structure Length: 0.98m (3.22ft), Average Daily Traffic: 1,000 (year 2008), Truck Traffic: 10%, Average Future Daily Traffic: 1,599 (year 2040), Features Intersected: FRENCH CREEK, Facility Carried by Structure: FRENCH CREEK 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: Girder and Floorbeam System, Number Of Spans In Main Unit: 1, Length of Maximum Span: 9.1m (29.9ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 5.7m (18.7ft), Out-to-Out Width: 6.6m (21.7ft)
Condition: Deck: Good, Superstructure: Fair, 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: 25C0083, Location: 6 MI S OF MOTHER LODE D (Lat: 38.602753, Lng: -120.927536), Route carried "on" structure: County highway , Year Built: 1915, Year Reconstructed: 1930, Status: Open, Structure Length: 0.98m (3.22ft), Average Daily Traffic: 1,000 (year 2008), Truck Traffic: 10%, Average Future Daily Traffic: 1,599 (year 2040), Features Intersected: FRENCH CREEK, Facility Carried by Structure: FRENCH CREEK 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: Girder and Floorbeam System, Number Of Spans In Main Unit: 1, Length of Maximum Span: 9.1m (29.9ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 5.7m (18.7ft), Out-to-Out Width: 6.6m (21.7ft)
Condition: Deck: Good, Superstructure: Fair, 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: 25C0138, Location: N OF PEACEFUL GARDEN WAY (Lat: 38.716994, Lng: -120.937617), Route carried "on" structure: County highway , Year Built: 2012, Status: Open, Structure Length: 1.95m (6.40ft), Average Daily Traffic: 15,010 (year 2013), Truck Traffic: 25%, Average Future Daily Traffic: 19,893 (year 2042), Design Load: HS 20+Mod, Features Intersected: TENNESSEE CREEK, Facility Carried by Structure: GREEN VALLEY 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: 15.8m (51.8ft), Skew: 2 degrees, Material/Design: Prestressed concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 19.5m (64.0ft), Curb-To-Curb Width: 15.8m (51.8ft), Out-to-Out Width: 16.7m (54.8ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Satisfactory, Operating Rating: 54.1 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: July 2020, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 25C0138, Location: N OF PEACEFUL GARDEN WAY (Lat: 38.716994, Lng: -120.937617), Route carried "on" structure: County highway , Year Built: 2012, Status: Open, Structure Length: 1.95m (6.40ft), Average Daily Traffic: 15,010 (year 2013), Truck Traffic: 25%, Average Future Daily Traffic: 19,893 (year 2042), Design Load: HS 20+Mod, Features Intersected: TENNESSEE CREEK, Facility Carried by Structure: GREEN VALLEY 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: 15.8m (51.8ft), Skew: 2 degrees, Material/Design: Prestressed concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 19.5m (64.0ft), Curb-To-Curb Width: 15.8m (51.8ft), Out-to-Out Width: 16.7m (54.8ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Satisfactory, Operating Rating: 54.1 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: July 2020, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 25 0074, Location: 03-ED-050-R8.56 (Lat: 38.662861, Lng: -120.937839), Route carried "under" structure: US 50, Year Built: 1969, Structure Length: 0. m, Average Daily Traffic: 63,000 (year 2012), Truck Traffic: 6%, Features Intersected: U.S. HIGHWAY 50, Facility Carried by Structure: SHINGLE SPRINGS RD
Minimum Vertical Clearance: 5.13m (16.83ft), Kilometerpoint: 8.560, Lanes on structure: 3, Lanes under structure: 6, Material/Design: Concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Length of Maximum Span: 36.0m (118.1ft)
Structure Number: 25 0074, Location: 03-ED-050-R8.56 (Lat: 38.662861, Lng: -120.937839), Route carried "under" structure: US 50, Year Built: 1969, Structure Length: 0. m, Average Daily Traffic: 63,000 (year 2012), Truck Traffic: 6%, Features Intersected: U.S. HIGHWAY 50, Facility Carried by Structure: SHINGLE SPRINGS RD
Minimum Vertical Clearance: 5.13m (16.83ft), Kilometerpoint: 8.560, Lanes on structure: 3, Lanes under structure: 6, Material/Design: Concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Length of Maximum Span: 36.0m (118.1ft)
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Structure Number: 25 0078L, Location: 03-ED-050-R10.30 (Lat: 38.680244, Lng: -120.915161), Route carried "under" structure: County highway , Year Built: 1969, Structure Length: 0. m, Average Daily Traffic: 2,300 (year 2010), Truck Traffic: 5%, Features Intersected: SHINGLE SPRINGS DR, Facility Carried by Structure: U.S. HIGHWAY 50 WB
Minimum Vertical Clearance: 4.98m (16.34ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Length of Maximum Span: 23.2m (76.1ft)
Structure Number: 25 0078L, Location: 03-ED-050-R10.30 (Lat: 38.680244, Lng: -120.915161), Route carried "under" structure: County highway , Year Built: 1969, Structure Length: 0. m, Average Daily Traffic: 2,300 (year 2010), Truck Traffic: 5%, Features Intersected: SHINGLE SPRINGS DR, Facility Carried by Structure: U.S. HIGHWAY 50 WB
Minimum Vertical Clearance: 4.98m (16.34ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Length of Maximum Span: 23.2m (76.1ft)
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Structure Number: 25 0078R, Location: 03-ED-050-R10.30 (Lat: 38.679883, Lng: -120.915078), Route carried "under" structure: County highway , Year Built: 1969, Structure Length: 0. m, Average Daily Traffic: 2,300 (year 2010), Truck Traffic: 10%, Features Intersected: SHINGLE SPRINGS DR, Facility Carried by Structure: U.S. HIGHWAY 50 EB
Minimum Vertical Clearance: 5.00m (16.40ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Length of Maximum Span: 23.2m (76.1ft)
Structure Number: 25 0078R, Location: 03-ED-050-R10.30 (Lat: 38.679883, Lng: -120.915078), Route carried "under" structure: County highway , Year Built: 1969, Structure Length: 0. m, Average Daily Traffic: 2,300 (year 2010), Truck Traffic: 10%, Features Intersected: SHINGLE SPRINGS DR, Facility Carried by Structure: U.S. HIGHWAY 50 EB
Minimum Vertical Clearance: 5.00m (16.40ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Length of Maximum Span: 23.2m (76.1ft)