Bridge Statistics for South Lake Tahoe, California (CA)
Condition, Traffic, Stress, Structural Evaluation, Project Costs
- National Bridge Inventory (NBI) Statistics
- 17Number of bridges
- 89ft / 27.3mTotal length
- 70,855Total average daily traffic
- 2,813Total average daily truck traffic
- 96,289Total future (year 2035) average daily traffic
- National Bridge Inventory (NBI) Registered Bridges for South Lake Tahoe
- No street view available for this location
- New bridges - historical statistics
- 11940-1949
- 11950-1959
- 11960-1969
- 11970-1979
- 11980-1989
- 51990-1999
- 52000-2009
- 22010-2019
- Bridge Condition - Deck
- 7.7%Excellent
- 15.4%Very good
- 69.2%Good
- 7.7%Fair
- Bridge Condition - Superstructure
- 6.3%Excellent
- 18.8%Very good
- 68.8%Good
- 6.3%Fair
- Bridge Condition - Substructure
- 6.3%Excellent
- 25.0%Very good
- 68.8%Good
- Bridge Condition - Channel
- 12.5%Excellent
- 25.0%Very good
- 62.5%Good
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Structure Number: 25 001, Location: 03-ED-050-76.41-SLTO (Lat: 38.922161, Lng: -119.990769), Route carried "on" structure: US 50, Year Built: 1995, Status: Open, Structure Length: 3.96m (12.99ft), Average Daily Traffic: 13,600 (year 2015), Truck Traffic: 3%, Average Future Daily Traffic: 18,000 (year 2035), Design Load: HS 20+Mod, Features Intersected: UPPER TRUCKEE RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 76.410, Lanes on structure: 5, Base Highway Network: Yes (, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 20.1m (65.9ft), Skew: 1 degrees, Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 13.4m (44.0ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 20.1m (65.9ft), Out-to-Out Width: 26.8m (87.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 54.1 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: October 2018, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Integral Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 25 001, Location: 03-ED-050-76.41-SLTO (Lat: 38.922161, Lng: -119.990769), Route carried "on" structure: US 50, Year Built: 1995, Status: Open, Structure Length: 3.96m (12.99ft), Average Daily Traffic: 13,600 (year 2015), Truck Traffic: 3%, Average Future Daily Traffic: 18,000 (year 2035), Design Load: HS 20+Mod, Features Intersected: UPPER TRUCKEE RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 76.410, Lanes on structure: 5, Base Highway Network: Yes (, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 20.1m (65.9ft), Skew: 1 degrees, Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 13.4m (44.0ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 20.1m (65.9ft), Out-to-Out Width: 26.8m (87.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 54.1 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: October 2018, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Integral Concrete, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 25 0012, Location: 03-ED-050-70.31 (Lat: 38.848461, Lng: -120.026967), Route carried "on" structure: US 50, Year Built: 1941, Year Reconstructed: 1985, Status: Open, Structure Length: 3.05m (10.01ft), Average Daily Traffic: 11,000 (year 2014), Truck Traffic: 3%, Average Future Daily Traffic: 11,528 (year 2042), Design Load: HS 15, Features Intersected: UPPER TRUCKEE RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 70.310, Lanes on structure: 2, Base Highway Network: Yes (, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 19.6m (64.3ft), Skew: 2 degrees, Material/Design: Concrete continuous, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 30.5m (100.1ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 1.5m (4.9ft), Curb-To-Curb Width: 19.6m (64.3ft), Out-to-Out Width: 21.9m (71.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Very 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: 25.9 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 3.05m (10.01ft), 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 0012, Location: 03-ED-050-70.31 (Lat: 38.848461, Lng: -120.026967), Route carried "on" structure: US 50, Year Built: 1941, Year Reconstructed: 1985, Status: Open, Structure Length: 3.05m (10.01ft), Average Daily Traffic: 11,000 (year 2014), Truck Traffic: 3%, Average Future Daily Traffic: 11,528 (year 2042), Design Load: HS 15, Features Intersected: UPPER TRUCKEE RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 70.310, Lanes on structure: 2, Base Highway Network: Yes (, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 19.6m (64.3ft), Skew: 2 degrees, Material/Design: Concrete continuous, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 30.5m (100.1ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 1.5m (4.9ft), Curb-To-Curb Width: 19.6m (64.3ft), Out-to-Out Width: 21.9m (71.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Very 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: 25.9 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 3.05m (10.01ft), 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 0013, Location: 03-ED-050-77.33-SLTO (Lat: 38.931672, Lng: -119.978811), Route carried "on" structure: US 50, Year Built: 1995, Status: Open, Structure Length: 2.44m (8.01ft), Average Daily Traffic: 13,600 (year 2015), Truck Traffic: 3%, Average Future Daily Traffic: 18,000 (year 2035), Design Load: HS 20+Mod, Features Intersected: TROUT CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 77.330, Lanes on structure: 5, Base Highway Network: Yes (, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 23.2m (76.1ft), Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 2, Length of Maximum Span: 12.2m (40.0ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 23.2m (76.1ft), Out-to-Out Width: 26.8m (87.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 54.1 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 2.44m (8.01ft), Designated Inspection Frequency: Every 48 months, Inspection Date: October 2018, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Integral Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 25 0013, Location: 03-ED-050-77.33-SLTO (Lat: 38.931672, Lng: -119.978811), Route carried "on" structure: US 50, Year Built: 1995, Status: Open, Structure Length: 2.44m (8.01ft), Average Daily Traffic: 13,600 (year 2015), Truck Traffic: 3%, Average Future Daily Traffic: 18,000 (year 2035), Design Load: HS 20+Mod, Features Intersected: TROUT CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 77.330, Lanes on structure: 5, Base Highway Network: Yes (, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 23.2m (76.1ft), Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 2, Length of Maximum Span: 12.2m (40.0ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 23.2m (76.1ft), Out-to-Out Width: 26.8m (87.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 54.1 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 2.44m (8.01ft), Designated Inspection Frequency: Every 48 months, Inspection Date: October 2018, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Integral Concrete, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 25 0015, Location: 03-ED-050-72.66 (Lat: 38.875053, Lng: -120.005403), Route carried "on" structure: US 50, Year Built: 1995, Status: Open, Structure Length: 4.16m (13.65ft), Average Daily Traffic: 13,600 (year 2016), Truck Traffic: 3%, Average Future Daily Traffic: 18,500 (year 2040), Design Load: HS 20+Mod, Features Intersected: UPPER TRUCKEE RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 72.660, Lanes on structure: 3, Base Highway Network: Yes (, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 15.8m (51.8ft), Skew: 1 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 2, Length of Maximum Span: 20.6m (67.6ft), Curb-To-Curb Width: 15.8m (51.8ft), Out-to-Out Width: 16.9m (55.4ft)
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: Better than present minimum criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: October 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Integral Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 25 0015, Location: 03-ED-050-72.66 (Lat: 38.875053, Lng: -120.005403), Route carried "on" structure: US 50, Year Built: 1995, Status: Open, Structure Length: 4.16m (13.65ft), Average Daily Traffic: 13,600 (year 2016), Truck Traffic: 3%, Average Future Daily Traffic: 18,500 (year 2040), Design Load: HS 20+Mod, Features Intersected: UPPER TRUCKEE RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 72.660, Lanes on structure: 3, Base Highway Network: Yes (, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 15.8m (51.8ft), Skew: 1 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 2, Length of Maximum Span: 20.6m (67.6ft), Curb-To-Curb Width: 15.8m (51.8ft), Out-to-Out Width: 16.9m (55.4ft)
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: Better than present minimum criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: October 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Integral Concrete, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 25 0016, Location: 03-ED-089-12.03 (Lat: 38.933408, Lng: -120.055817), Route carried "on" structure: State highway 89, Year Built: 1995, Status: Open, Structure Length: 1.46m (4.79ft), Average Daily Traffic: 3,800 (year 2015), Truck Traffic: 4%, Average Future Daily Traffic: 4,900 (year 2035), Design Load: HS 20+Mod, Features Intersected: TAYLOR CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 12.030, Lanes on structure: 2, Base Highway Network: Yes (, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 10.1m (33.1ft), Skew: 1 degrees, Material/Design: Prestressed concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 14.5m (47.6ft), Curb-To-Curb Width: 10.1m (33.1ft), Out-to-Out Width: 11.0m (36.1ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Very good, Operating Rating: 61.9 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 41.1 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: Meets minimum limits, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: October 2018, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Integral Concrete
Structure Number: 25 0016, Location: 03-ED-089-12.03 (Lat: 38.933408, Lng: -120.055817), Route carried "on" structure: State highway 89, Year Built: 1995, Status: Open, Structure Length: 1.46m (4.79ft), Average Daily Traffic: 3,800 (year 2015), Truck Traffic: 4%, Average Future Daily Traffic: 4,900 (year 2035), Design Load: HS 20+Mod, Features Intersected: TAYLOR CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 12.030, Lanes on structure: 2, Base Highway Network: Yes (, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 10.1m (33.1ft), Skew: 1 degrees, Material/Design: Prestressed concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 14.5m (47.6ft), Curb-To-Curb Width: 10.1m (33.1ft), Out-to-Out Width: 11.0m (36.1ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Very good, Operating Rating: 61.9 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 41.1 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: Meets minimum limits, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: October 2018, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Integral Concrete
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Structure Number: 25C0019, Location: 0.2 MI S OF U.S. 50 (Lat: 38.845325, Lng: -120.027653), Route carried "on" structure: County highway , Year Built: 1951, Status: Open, Structure Length: 0.79m (2.59ft), Average Daily Traffic: 2,390 (year 2010), Truck Traffic: 4%, Average Future Daily Traffic: 4,347 (year 2041), Design Load: HS 20, Features Intersected: ECHO CREEK, Facility Carried by Structure: UPPER TRUCKEE RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.0m (23.0ft), Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 4.0m (13.1ft), Curb or Sidewalk Widths: Left: 0.6m (2.0ft), Right: 0.6m (2.0ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 9.2m (30.2ft)
Condition: Channel: Good, Culverts: Satisfactory, Operating Rating: 37.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 22.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: High priority of corrective action, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 25C0019, Location: 0.2 MI S OF U.S. 50 (Lat: 38.845325, Lng: -120.027653), Route carried "on" structure: County highway , Year Built: 1951, Status: Open, Structure Length: 0.79m (2.59ft), Average Daily Traffic: 2,390 (year 2010), Truck Traffic: 4%, Average Future Daily Traffic: 4,347 (year 2041), Design Load: HS 20, Features Intersected: ECHO CREEK, Facility Carried by Structure: UPPER TRUCKEE RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.0m (23.0ft), Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 4.0m (13.1ft), Curb or Sidewalk Widths: Left: 0.6m (2.0ft), Right: 0.6m (2.0ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 9.2m (30.2ft)
Condition: Channel: Good, Culverts: Satisfactory, Operating Rating: 37.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 22.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: High priority of corrective action, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 25C0062, Location: 1/8 MI E OF US 50 (Lat: 38.944253, Lng: -119.977336), Route carried "on" structure: City street , Year Built: 1975, Status: Open, Structure Length: 0.91m (2.99ft), Average Daily Traffic: 2,095 (year 1973), Truck Traffic: 10%, Average Future Daily Traffic: 2,217 (year 2043), Features Intersected: BOAT RAMP, Facility Carried by Structure: HARRISON AVE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 3, Lanes under structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 12.3m (40.4ft), Material/Design: Concrete continuous, Design/Construction: Frame, Number Of Spans In Main Unit: 2, Length of Maximum Span: 4.9m (16.1ft), Curb or Sidewalk Widths: Left: 1.0m (3.3ft), Right: 0.9m (3.0ft), Curb-To-Curb Width: 12.5m (41.0ft), Out-to-Out Width: 16.0m (52.5ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 83.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 50.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), 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 24 months, Inspection Date: August 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 25C0062, Location: 1/8 MI E OF US 50 (Lat: 38.944253, Lng: -119.977336), Route carried "on" structure: City street , Year Built: 1975, Status: Open, Structure Length: 0.91m (2.99ft), Average Daily Traffic: 2,095 (year 1973), Truck Traffic: 10%, Average Future Daily Traffic: 2,217 (year 2043), Features Intersected: BOAT RAMP, Facility Carried by Structure: HARRISON AVE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 3, Lanes under structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 12.3m (40.4ft), Material/Design: Concrete continuous, Design/Construction: Frame, Number Of Spans In Main Unit: 2, Length of Maximum Span: 4.9m (16.1ft), Curb or Sidewalk Widths: Left: 1.0m (3.3ft), Right: 0.9m (3.0ft), Curb-To-Curb Width: 12.5m (41.0ft), Out-to-Out Width: 16.0m (52.5ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 83.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 50.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), 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 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: 25C0082, Location: 100' N OF GLEN ALPINE RD (Lat: 38.879817, Lng: -120.070947), Route carried "on" structure: County highway , Year Built: 1966, Status: Open, Structure Length: 2.44m (8.01ft), Average Daily Traffic: 3,200 (year 2010), Truck Traffic: 10%, Average Future Daily Traffic: 6,542 (year 2041), Features Intersected: GLEN ALPINE CREEK, Facility Carried by Structure: FALLEN LEAF ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 1, Owner: County Highway Agency, Approaching Roadway Width: 4.0m (13.1ft), Skew: 9 degrees, Material/Design: Concrete continuous, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 12.5m (41.0ft), Curb or Sidewalk Widths: Left: 0.4m (1.3ft), Right: 0.9m (3.0ft), Curb-To-Curb Width: 5.2m (17.1ft), Out-to-Out Width: 6.5m (21.3ft)
Condition: Deck: Fair, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 54.1 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Better than present minimum criteria, Deck Geometry: 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: August 2021, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 25C0082, Location: 100' N OF GLEN ALPINE RD (Lat: 38.879817, Lng: -120.070947), Route carried "on" structure: County highway , Year Built: 1966, Status: Open, Structure Length: 2.44m (8.01ft), Average Daily Traffic: 3,200 (year 2010), Truck Traffic: 10%, Average Future Daily Traffic: 6,542 (year 2041), Features Intersected: GLEN ALPINE CREEK, Facility Carried by Structure: FALLEN LEAF ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 1, Owner: County Highway Agency, Approaching Roadway Width: 4.0m (13.1ft), Skew: 9 degrees, Material/Design: Concrete continuous, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 12.5m (41.0ft), Curb or Sidewalk Widths: Left: 0.4m (1.3ft), Right: 0.9m (3.0ft), Curb-To-Curb Width: 5.2m (17.1ft), Out-to-Out Width: 6.5m (21.3ft)
Condition: Deck: Fair, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 54.1 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Better than present minimum criteria, Deck Geometry: 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: August 2021, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 25C0125, Location: 0.1 MI WEST OF BLACK BART (Lat: 38.919619, Lng: -119.972686), Route carried "on" structure: County highway , Year Built: 1998, Status: Open, Structure Length: 0.61m (2.00ft), Average Daily Traffic: 4,220 (year 2010), Truck Traffic: 10%, Average Future Daily Traffic: 7,541 (year 2043), Design Load: HS 20+Mod, Features Intersected: TROUT CREEK, Facility Carried by Structure: MARTIN AVENUE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 10.6m (34.8ft), Material/Design: Concrete, Design/Construction: Arch - Deck, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.1m (20.0ft), Curb-To-Curb Width: 10.6m (34.8ft), Out-to-Out Width: 11.2m (36.7ft)
Condition: 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: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: June 2021
Structure Number: 25C0125, Location: 0.1 MI WEST OF BLACK BART (Lat: 38.919619, Lng: -119.972686), Route carried "on" structure: County highway , Year Built: 1998, Status: Open, Structure Length: 0.61m (2.00ft), Average Daily Traffic: 4,220 (year 2010), Truck Traffic: 10%, Average Future Daily Traffic: 7,541 (year 2043), Design Load: HS 20+Mod, Features Intersected: TROUT CREEK, Facility Carried by Structure: MARTIN AVENUE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 10.6m (34.8ft), Material/Design: Concrete, Design/Construction: Arch - Deck, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.1m (20.0ft), Curb-To-Curb Width: 10.6m (34.8ft), Out-to-Out Width: 11.2m (36.7ft)
Condition: 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: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: June 2021
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Structure Number: 25C0147, Location: NE OF MT RAINER DR (Lat: 38.881125, Lng: -120.040514), Route carried "on" structure: County highway , Year Built: 2010, Status: Open, Structure Length: 0.66m (2.17ft), Average Daily Traffic: 3,000 (year 2019), Truck Traffic: 2%, Average Future Daily Traffic: 4,190 (year 2043), Design Load: HS 20, Features Intersected: ANGORA CREEK, Facility Carried by Structure: LAKE TAHOE BLVD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Material/Design: Concrete, Design/Construction: Arch - Deck, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.4m (21.0ft)
Condition: Superstructure: Good, Substructure: Good, Channel: 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: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: June 2021
Structure Number: 25C0147, Location: NE OF MT RAINER DR (Lat: 38.881125, Lng: -120.040514), Route carried "on" structure: County highway , Year Built: 2010, Status: Open, Structure Length: 0.66m (2.17ft), Average Daily Traffic: 3,000 (year 2019), Truck Traffic: 2%, Average Future Daily Traffic: 4,190 (year 2043), Design Load: HS 20, Features Intersected: ANGORA CREEK, Facility Carried by Structure: LAKE TAHOE BLVD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Material/Design: Concrete, Design/Construction: Arch - Deck, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.4m (21.0ft)
Condition: Superstructure: Good, Substructure: Good, Channel: 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: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: June 2021
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Structure Number: 25C0148, Location: MTN TROUT AND MT MEADOW (Lat: 38.881311, Lng: -120.034306), Route carried "on" structure: County highway , Year Built: 2007, Status: Open, Structure Length: 0.80m (2.62ft), Average Daily Traffic: 50 (year 2019), Truck Traffic: 2%, Average Future Daily Traffic: 74 (year 2043), Design Load: HS 20, Features Intersected: ANGORA CREEK, Facility Carried by Structure: VIEW CIRCLE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 9.3m (30.5ft), Skew: 1 degrees, Material/Design: Concrete, Design/Construction: Arch - Deck, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.8m (25.6ft)
Condition: Superstructure: Fair, Substructure: Good, Channel: 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: 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: June 2021
Structure Number: 25C0148, Location: MTN TROUT AND MT MEADOW (Lat: 38.881311, Lng: -120.034306), Route carried "on" structure: County highway , Year Built: 2007, Status: Open, Structure Length: 0.80m (2.62ft), Average Daily Traffic: 50 (year 2019), Truck Traffic: 2%, Average Future Daily Traffic: 74 (year 2043), Design Load: HS 20, Features Intersected: ANGORA CREEK, Facility Carried by Structure: VIEW CIRCLE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 9.3m (30.5ft), Skew: 1 degrees, Material/Design: Concrete, Design/Construction: Arch - Deck, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.8m (25.6ft)
Condition: Superstructure: Fair, Substructure: Good, Channel: 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: 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: June 2021
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Structure Number: 51900000011047, Location: NO DATA ENTERED (Lat: 38.930103, Lng: -120.080258), Route carried "on" structure: Federal lands road 1307, Year Built: 2009, Status: Open, Structure Length: 1.22m (4.00ft), Average Daily Traffic: 50 (year 0000), Average Future Daily Traffic: 75 (year 2042), Design Load: HS 20, Features Intersected: TALLAC CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.496, Lanes on structure: 1, Owner: U.S. Forest Service, Approaching Roadway Width: 7.3m (24.0ft), Skew: 3 degrees, Material/Design: Prestressed concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 11.8m (38.7ft), Curb or Sidewalk Widths: Left: 0.3m (1.0ft), Right: 0.3m (1.0ft), Curb-To-Curb Width: 5.5m (18.0ft), Out-to-Out Width: 6.1m (20.0ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Very good, Operating Rating: 42.4 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2021, Deck Structure Type: Other, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 51900000011047, Location: NO DATA ENTERED (Lat: 38.930103, Lng: -120.080258), Route carried "on" structure: Federal lands road 1307, Year Built: 2009, Status: Open, Structure Length: 1.22m (4.00ft), Average Daily Traffic: 50 (year 0000), Average Future Daily Traffic: 75 (year 2042), Design Load: HS 20, Features Intersected: TALLAC CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.496, Lanes on structure: 1, Owner: U.S. Forest Service, Approaching Roadway Width: 7.3m (24.0ft), Skew: 3 degrees, Material/Design: Prestressed concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 11.8m (38.7ft), Curb or Sidewalk Widths: Left: 0.3m (1.0ft), Right: 0.3m (1.0ft), Curb-To-Curb Width: 5.5m (18.0ft), Out-to-Out Width: 6.1m (20.0ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Very good, Operating Rating: 42.4 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2021, Deck Structure Type: Other, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 51900000032688, Location: NO DATA ENTERED (Lat: 38.871700, Lng: -119.982800), Route carried "on" structure: Federal lands road 1201, Year Built: 2018, Status: Open, Structure Length: 0.91m (2.99ft), Average Daily Traffic: 50 (year 0000), Average Future Daily Traffic: 75 (year 2042), Design Load: HL 93, Features Intersected: NO DATA ENTERED, Facility Carried by Structure: FOUNTAIN PLACE RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.600, Lanes on structure: 1, Owner: U.S. Forest Service, Approaching Roadway Width: 4.8m (15.7ft), Material/Design: Prestressed concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 8.8m (28.9ft), Curb-To-Curb Width: 4.7m (15.4ft), Out-to-Out Width: 4.9m (16.1ft)
Condition: Deck: Excellent, Superstructure: Excellent, Substructure: Excellent, Channel: Excellent, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Superior to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2020, Deck Structure Type: Other, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 51900000032688, Location: NO DATA ENTERED (Lat: 38.871700, Lng: -119.982800), Route carried "on" structure: Federal lands road 1201, Year Built: 2018, Status: Open, Structure Length: 0.91m (2.99ft), Average Daily Traffic: 50 (year 0000), Average Future Daily Traffic: 75 (year 2042), Design Load: HL 93, Features Intersected: NO DATA ENTERED, Facility Carried by Structure: FOUNTAIN PLACE RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.600, Lanes on structure: 1, Owner: U.S. Forest Service, Approaching Roadway Width: 4.8m (15.7ft), Material/Design: Prestressed concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 8.8m (28.9ft), Curb-To-Curb Width: 4.7m (15.4ft), Out-to-Out Width: 4.9m (16.1ft)
Condition: Deck: Excellent, Superstructure: Excellent, Substructure: Excellent, Channel: Excellent, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Superior to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2020, Deck Structure Type: Other, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 51953000003008, Location: NO DATA ENTERED (Lat: 38.855069, Lng: -120.015000), Route carried "on" structure: Federal lands road 12N08, Year Built: 2005, Status: Open, Structure Length: 0.91m (2.99ft), Average Daily Traffic: 50 (year 0000), Average Future Daily Traffic: 75 (year 2042), Design Load: HS 20, Features Intersected: NO DATA ENTERED
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.001, Lanes on structure: 1, Owner: U.S. Forest Service, Approaching Roadway Width: 4.6m (15.1ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 0.0m, Curb-To-Curb Width: 4.7m (15.4ft), Out-to-Out Width: 4.7m (15.4ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Very good, Channel: Good, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2020, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 51953000003008, Location: NO DATA ENTERED (Lat: 38.855069, Lng: -120.015000), Route carried "on" structure: Federal lands road 12N08, Year Built: 2005, Status: Open, Structure Length: 0.91m (2.99ft), Average Daily Traffic: 50 (year 0000), Average Future Daily Traffic: 75 (year 2042), Design Load: HS 20, Features Intersected: NO DATA ENTERED
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.001, Lanes on structure: 1, Owner: U.S. Forest Service, Approaching Roadway Width: 4.6m (15.1ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 0.0m, Curb-To-Curb Width: 4.7m (15.4ft), Out-to-Out Width: 4.7m (15.4ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Very good, Channel: Good, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2020, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 51953000003009, Location: NO DATA ENTERED (Lat: 38.855069, Lng: -120.015000), Route carried "on" structure: Federal lands road 12N08, Year Built: 2005, Status: Open, Structure Length: 1.13m (3.71ft), Average Daily Traffic: 50 (year 0000), Average Future Daily Traffic: 75 (year 2042), Design Load: HS 20, Features Intersected: NO DATA ENTERED
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.001, Lanes on structure: 1, Owner: U.S. Forest Service, Approaching Roadway Width: 4.6m (15.1ft), Material/Design: Prestressed concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 0.0m, Curb-To-Curb Width: 4.7m (15.4ft), Out-to-Out Width: 4.7m (15.4ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Very good, Channel: Good, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2020, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 51953000003009, Location: NO DATA ENTERED (Lat: 38.855069, Lng: -120.015000), Route carried "on" structure: Federal lands road 12N08, Year Built: 2005, Status: Open, Structure Length: 1.13m (3.71ft), Average Daily Traffic: 50 (year 0000), Average Future Daily Traffic: 75 (year 2042), Design Load: HS 20, Features Intersected: NO DATA ENTERED
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.001, Lanes on structure: 1, Owner: U.S. Forest Service, Approaching Roadway Width: 4.6m (15.1ft), Material/Design: Prestressed concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 0.0m, Curb-To-Curb Width: 4.7m (15.4ft), Out-to-Out Width: 4.7m (15.4ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Very good, Channel: Good, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2020, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 5195300000301, Location: NO DATA ENTERED (Lat: 38.855069, Lng: -120.015000), Route carried "on" structure: Federal lands road 12N08, Year Built: 2005, Status: Open, Structure Length: 0.91m (2.99ft), Average Daily Traffic: 50 (year 0000), Average Future Daily Traffic: 75 (year 2042), Design Load: HS 20, Features Intersected: NO DATA ENTERED
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.001, Lanes on structure: 2, Owner: U.S. Forest Service, Approaching Roadway Width: 4.6m (15.1ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 0.0m, Curb-To-Curb Width: 4.7m (15.4ft), Out-to-Out Width: 4.7m (15.4ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Good, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2020, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 5195300000301, Location: NO DATA ENTERED (Lat: 38.855069, Lng: -120.015000), Route carried "on" structure: Federal lands road 12N08, Year Built: 2005, Status: Open, Structure Length: 0.91m (2.99ft), Average Daily Traffic: 50 (year 0000), Average Future Daily Traffic: 75 (year 2042), Design Load: HS 20, Features Intersected: NO DATA ENTERED
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.001, Lanes on structure: 2, Owner: U.S. Forest Service, Approaching Roadway Width: 4.6m (15.1ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 0.0m, Curb-To-Curb Width: 4.7m (15.4ft), Out-to-Out Width: 4.7m (15.4ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Good, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2020, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 51953000003015, Location: NO DATA ENTERED (Lat: 38.855069, Lng: -120.015000), Route carried "on" structure: Federal lands road 14N34, Year Built: 1981, Status: Posted for load, Structure Length: 0.90m (2.95ft), Average Daily Traffic: 50 (year 0000), Average Future Daily Traffic: 75 (year 2042), Features Intersected: NO DATA ENTERED, Facility Carried by Structure: WINDING
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.160, Owner: U.S. Forest Service, Approaching Roadway Width: 3.7m (12.1ft), Material/Design: Wood or Timber, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 9.0m (29.5ft), Curb-To-Curb Width: 3.0m (9.8ft), Out-to-Out Width: 3.0m (9.8ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 10.0 - 19.9% below), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2020, Deck Structure Type: Wood or Timber
Structure Number: 51953000003015, Location: NO DATA ENTERED (Lat: 38.855069, Lng: -120.015000), Route carried "on" structure: Federal lands road 14N34, Year Built: 1981, Status: Posted for load, Structure Length: 0.90m (2.95ft), Average Daily Traffic: 50 (year 0000), Average Future Daily Traffic: 75 (year 2042), Features Intersected: NO DATA ENTERED, Facility Carried by Structure: WINDING
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.160, Owner: U.S. Forest Service, Approaching Roadway Width: 3.7m (12.1ft), Material/Design: Wood or Timber, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 9.0m (29.5ft), Curb-To-Curb Width: 3.0m (9.8ft), Out-to-Out Width: 3.0m (9.8ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 10.0 - 19.9% below), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2020, Deck Structure Type: Wood or Timber