Bridge Statistics for Traver, California (CA)
Condition, Traffic, Stress, Structural Evaluation, Project Costs
- National Bridge Inventory (NBI) Statistics
- 10Number of bridges
- 52ft / 16.1mTotal length
- $363,000Total costs
- 151,050Total average daily traffic
- 51,601Total average daily truck traffic
- National Bridge Inventory (NBI) Registered Bridges for Traver
- No street view available for this location
- New bridges - historical statistics
- 11920-1929
- 61950-1959
- 11990-1999
- 22010-2019
- Reconstructed bridges - Historical Statistics
- 11990-1999
- 22000-2009
- Bridge Condition - Deck
- 25.0%Good
- 50.0%Fair
- 25.0%Poor
- Bridge Condition - Superstructure
- 25.0%Good
- 50.0%Fair
- 25.0%Poor
- Bridge Condition - Substructure
- 75.0%Good
- 25.0%Fair
- Bridge Condition - Channel
- 50.0%Good
- 50.0%Satisfactory
- Bridge Condition - Culverts
- 60.0%Good
- 40.0%Satisfactory
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Structure Number: 45C0047, Location: 0.5 MI W/O 4TH AVE (Lat: 36.430517, Lng: -119.537522), Route carried "on" structure: County highway , Year Built: 1990, Status: Open, Structure Length: 2.27m (7.45ft), Average Daily Traffic: 1,000 (year 2017), Truck Traffic: 15%, Average Future Daily Traffic: 640 (year 2039), Design Load: HS 20+Mod, Features Intersected: LAKELAND CANAL, Facility Carried by Structure: DENVER AVE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.4m (24.3ft), Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 7.3m (24.0ft), Curb-To-Curb Width: 9.8m (32.2ft), Out-to-Out Width: 10.4m (34.1ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Good, Channel: Good, Operating Rating: 54.1 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2021, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 45C0047, Location: 0.5 MI W/O 4TH AVE (Lat: 36.430517, Lng: -119.537522), Route carried "on" structure: County highway , Year Built: 1990, Status: Open, Structure Length: 2.27m (7.45ft), Average Daily Traffic: 1,000 (year 2017), Truck Traffic: 15%, Average Future Daily Traffic: 640 (year 2039), Design Load: HS 20+Mod, Features Intersected: LAKELAND CANAL, Facility Carried by Structure: DENVER AVE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.4m (24.3ft), Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 7.3m (24.0ft), Curb-To-Curb Width: 9.8m (32.2ft), Out-to-Out Width: 10.4m (34.1ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Good, Channel: Good, Operating Rating: 54.1 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2021, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 46 0034L, Location: 06-TUL-099-45.70 (Lat: 36.414750, Lng: -119.463414), Route carried "on" structure: State highway 99, Year Built: 1951, Year Reconstructed: 2014, Status: Open, Structure Length: 1.01m (3.31ft), Average Daily Traffic: 24,500 (year 2009), Truck Traffic: 35%, Average Future Daily Traffic: 51,333 (year 2042), Features Intersected: CROSS CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 45.700, Lanes on structure: 3, Base Highway Network: Yes (, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 18.2m (59.7ft), Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.0m (9.8ft), Curb-To-Curb Width: 17.2m (56.4ft), Out-to-Out Width: 18.1m (59.4ft)
Condition: Channel: Satisfactory, Culverts: Satisfactory, 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: 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, 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: 46 0034L, Location: 06-TUL-099-45.70 (Lat: 36.414750, Lng: -119.463414), Route carried "on" structure: State highway 99, Year Built: 1951, Year Reconstructed: 2014, Status: Open, Structure Length: 1.01m (3.31ft), Average Daily Traffic: 24,500 (year 2009), Truck Traffic: 35%, Average Future Daily Traffic: 51,333 (year 2042), Features Intersected: CROSS CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 45.700, Lanes on structure: 3, Base Highway Network: Yes (, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 18.2m (59.7ft), Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.0m (9.8ft), Curb-To-Curb Width: 17.2m (56.4ft), Out-to-Out Width: 18.1m (59.4ft)
Condition: Channel: Satisfactory, Culverts: Satisfactory, 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: 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, 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: 46 0035, Location: 06-TUL-099-49.20 (Lat: 36.459061, Lng: -119.493081), Route carried "on" structure: State highway 99, Year Built: 1957, Year Reconstructed: 2013, Status: Open, Structure Length: 1.33m (4.36ft), Average Daily Traffic: 49,000 (year 2009), Truck Traffic: 35%, Average Future Daily Traffic: 57,431 (year 2042), Features Intersected: TRAVER CANAL
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 49.200, Lanes on structure: 6, Base Highway Network: Yes (, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 17.1m (56.1ft), Skew: 31 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 4.0m (13.1ft), Curb-To-Curb Width: 34.2m (112.2ft), Out-to-Out Width: 35.7m (117.1ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 40.5 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 24.3 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Equal to present minimum criteria, 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: 46 0035, Location: 06-TUL-099-49.20 (Lat: 36.459061, Lng: -119.493081), Route carried "on" structure: State highway 99, Year Built: 1957, Year Reconstructed: 2013, Status: Open, Structure Length: 1.33m (4.36ft), Average Daily Traffic: 49,000 (year 2009), Truck Traffic: 35%, Average Future Daily Traffic: 57,431 (year 2042), Features Intersected: TRAVER CANAL
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 49.200, Lanes on structure: 6, Base Highway Network: Yes (, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 17.1m (56.1ft), Skew: 31 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 4.0m (13.1ft), Curb-To-Curb Width: 34.2m (112.2ft), Out-to-Out Width: 35.7m (117.1ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 40.5 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 24.3 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Equal to present minimum criteria, 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: 46 0176, Location: 06-TUL-099-48.71 (Lat: 36.452089, Lng: -119.490825), Route carried "on" structure: County highway , Year Built: 1957, Year Reconstructed: 2001, Status: Open, Structure Length: 5.88m (19.29ft), Average Daily Traffic: 2,500 (year 2011), Truck Traffic: 2%, Average Future Daily Traffic: 5,362 (year 2036), Design Load: H 20, Features Intersected: STATE ROUTE 99, Facility Carried by Structure: MERRITT DR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 6, Owner: State Highway Agency, Approaching Roadway Width: 15.4m (50.5ft), Material/Design: Concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 4, Length of Maximum Span: 18.3m (60.0ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 1.5m (4.9ft), Curb-To-Curb Width: 11.8m (38.7ft), Out-to-Out Width: 14.3m (46.9ft)
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: Somewhat better than minimum adequacy, Underclear: Meets minimum limits, 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: 46 0176, Location: 06-TUL-099-48.71 (Lat: 36.452089, Lng: -119.490825), Route carried "on" structure: County highway , Year Built: 1957, Year Reconstructed: 2001, Status: Open, Structure Length: 5.88m (19.29ft), Average Daily Traffic: 2,500 (year 2011), Truck Traffic: 2%, Average Future Daily Traffic: 5,362 (year 2036), Design Load: H 20, Features Intersected: STATE ROUTE 99, Facility Carried by Structure: MERRITT DR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 6, Owner: State Highway Agency, Approaching Roadway Width: 15.4m (50.5ft), Material/Design: Concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 4, Length of Maximum Span: 18.3m (60.0ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 1.5m (4.9ft), Curb-To-Curb Width: 11.8m (38.7ft), Out-to-Out Width: 14.3m (46.9ft)
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: Somewhat better than minimum adequacy, Underclear: Meets minimum limits, 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: 46 0272R, Location: 06-TUL-099-45.70 (Lat: 36.414922, Lng: -119.463147), Route carried "on" structure: State highway 99, Year Built: 2015, Status: Open, Structure Length: 1.00m (3.28ft), Average Daily Traffic: 24,250 (year 2009), Truck Traffic: 35%, Average Future Daily Traffic: 34,642 (year 2040), Design Load: HL 93, Features Intersected: CROSS CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 45.700, Lanes on structure: 3, Base Highway Network: Yes (, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 19.1m (62.7ft), Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.4m (11.2ft), Curb-To-Curb Width: 19.1m (62.7ft), Out-to-Out Width: 20.0m (65.6ft)
Condition: Channel: Satisfactory, 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, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Equal to present minimum criteria, 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: 46 0272R, Location: 06-TUL-099-45.70 (Lat: 36.414922, Lng: -119.463147), Route carried "on" structure: State highway 99, Year Built: 2015, Status: Open, Structure Length: 1.00m (3.28ft), Average Daily Traffic: 24,250 (year 2009), Truck Traffic: 35%, Average Future Daily Traffic: 34,642 (year 2040), Design Load: HL 93, Features Intersected: CROSS CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 45.700, Lanes on structure: 3, Base Highway Network: Yes (, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 19.1m (62.7ft), Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.4m (11.2ft), Curb-To-Curb Width: 19.1m (62.7ft), Out-to-Out Width: 20.0m (65.6ft)
Condition: Channel: Satisfactory, 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, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Equal to present minimum criteria, 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: 46C0051, Location: AVENUE 368 (Lat: 36.459061, Lng: -119.493297), Route carried "on" structure: County highway , Year Built: 1957, Status: Open, Structure Length: 0.70m (2.30ft), Average Daily Traffic: 125 (year 1978), Truck Traffic: 5%, Average Future Daily Traffic: 215 (year 2042), Design Load: HS 20, Features Intersected: TRAVER CANAL, Facility Carried by Structure: ROAD D36
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.4m (21.0ft), Skew: 1 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.4m (11.2ft), Curb or Sidewalk Widths: Left: 0.7m (2.3ft), Right: 0.7m (2.3ft), Curb-To-Curb Width: 7.8m (25.6ft), Out-to-Out Width: 9.2m (30.2ft)
Condition: Channel: Satisfactory, Culverts: Satisfactory, 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: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: High priority of corrective action, Designated Inspection Frequency: Every 48 months, Inspection Date: January 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 46C0051, Location: AVENUE 368 (Lat: 36.459061, Lng: -119.493297), Route carried "on" structure: County highway , Year Built: 1957, Status: Open, Structure Length: 0.70m (2.30ft), Average Daily Traffic: 125 (year 1978), Truck Traffic: 5%, Average Future Daily Traffic: 215 (year 2042), Design Load: HS 20, Features Intersected: TRAVER CANAL, Facility Carried by Structure: ROAD D36
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.4m (21.0ft), Skew: 1 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.4m (11.2ft), Curb or Sidewalk Widths: Left: 0.7m (2.3ft), Right: 0.7m (2.3ft), Curb-To-Curb Width: 7.8m (25.6ft), Out-to-Out Width: 9.2m (30.2ft)
Condition: Channel: Satisfactory, Culverts: Satisfactory, 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: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: High priority of corrective action, Designated Inspection Frequency: Every 48 months, Inspection Date: January 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 46C0353, Location: 0.25 MI E OF ROAD 40 (Lat: 36.473614, Lng: -119.478925), Route carried "on" structure: County highway , Year Built: 1923, Status: Open, Structure Length: 1.39m (4.56ft), Average Daily Traffic: 125 (year 1978), Truck Traffic: 5%, Average Future Daily Traffic: 214 (year 2041), Features Intersected: TRAVER CANAL, Facility Carried by Structure: AVENUE 376
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 5.9m (19.4ft), Skew: 1 degrees, Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 4.6m (15.1ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 5.9m (19.4ft), Out-to-Out Width: 6.7m (22.0ft)
Condition: Deck: Poor, Superstructure: Poor, Substructure: Fair, Channel: Good, Operating Rating: 25.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 15.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Meets minimum limits, Deck Geometry: High priority of corrective action, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.40m (4.59ft), Designated Inspection Frequency: Every 24 months, Inspection Date: December 2021, Bridge Improvement Cost: $216,000, Roadway Improvement Cost: $43,000, Total Project Cost: $363,000 ( Estimate for 2017), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 46C0353, Location: 0.25 MI E OF ROAD 40 (Lat: 36.473614, Lng: -119.478925), Route carried "on" structure: County highway , Year Built: 1923, Status: Open, Structure Length: 1.39m (4.56ft), Average Daily Traffic: 125 (year 1978), Truck Traffic: 5%, Average Future Daily Traffic: 214 (year 2041), Features Intersected: TRAVER CANAL, Facility Carried by Structure: AVENUE 376
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 5.9m (19.4ft), Skew: 1 degrees, Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 4.6m (15.1ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 5.9m (19.4ft), Out-to-Out Width: 6.7m (22.0ft)
Condition: Deck: Poor, Superstructure: Poor, Substructure: Fair, Channel: Good, Operating Rating: 25.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 15.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Meets minimum limits, Deck Geometry: High priority of corrective action, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.40m (4.59ft), Designated Inspection Frequency: Every 24 months, Inspection Date: December 2021, Bridge Improvement Cost: $216,000, Roadway Improvement Cost: $43,000, Total Project Cost: $363,000 ( Estimate for 2017), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 46C0355, Location: ROAD 40 (Lat: 36.459078, Lng: -119.483556), Route carried "on" structure: County highway , Year Built: 1958, Status: Open, Structure Length: 1.31m (4.30ft), Average Daily Traffic: 100 (year 1978), Truck Traffic: 5%, Average Future Daily Traffic: 160 (year 2041), Features Intersected: TRAVER CANAL, Facility Carried by Structure: AVENUE 368
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 11.4m (37.4ft), Skew: 1 degrees, Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 2, Length of Maximum Span: 6.1m (20.0ft), Curb-To-Curb Width: 11.4m (37.4ft), Out-to-Out Width: 11.6m (38.1ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Good, Channel: Satisfactory, Operating Rating: 48.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 29.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: December 2021, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 46C0355, Location: ROAD 40 (Lat: 36.459078, Lng: -119.483556), Route carried "on" structure: County highway , Year Built: 1958, Status: Open, Structure Length: 1.31m (4.30ft), Average Daily Traffic: 100 (year 1978), Truck Traffic: 5%, Average Future Daily Traffic: 160 (year 2041), Features Intersected: TRAVER CANAL, Facility Carried by Structure: AVENUE 368
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 11.4m (37.4ft), Skew: 1 degrees, Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 2, Length of Maximum Span: 6.1m (20.0ft), Curb-To-Curb Width: 11.4m (37.4ft), Out-to-Out Width: 11.6m (38.1ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Good, Channel: Satisfactory, Operating Rating: 48.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 29.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: December 2021, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 46C0463, Location: AT AVE 368 (Lat: 36.459072, Lng: -119.492531), Route carried "on" structure: County highway , Year Built: 2018, Status: Open, Structure Length: 1.20m (3.94ft), Average Daily Traffic: 450 (year 2014), Truck Traffic: 5%, Average Future Daily Traffic: 1,017 (year 2042), Design Load: HL 93, Features Intersected: TRAVER CANAL, Facility Carried by Structure: 6TH ST (ROAD D39)
Minimum Vertical Clearance: 99.90m (327.76ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 9.7m (31.8ft), Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.7m (12.1ft), Curb-To-Curb Width: 9.7m (31.8ft), Out-to-Out Width: 10.7m (35.1ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 42.1 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: Equal to present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: December 2021, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 46C0463, Location: AT AVE 368 (Lat: 36.459072, Lng: -119.492531), Route carried "on" structure: County highway , Year Built: 2018, Status: Open, Structure Length: 1.20m (3.94ft), Average Daily Traffic: 450 (year 2014), Truck Traffic: 5%, Average Future Daily Traffic: 1,017 (year 2042), Design Load: HL 93, Features Intersected: TRAVER CANAL, Facility Carried by Structure: 6TH ST (ROAD D39)
Minimum Vertical Clearance: 99.90m (327.76ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 9.7m (31.8ft), Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.7m (12.1ft), Curb-To-Curb Width: 9.7m (31.8ft), Out-to-Out Width: 10.7m (35.1ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 42.1 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: Equal to present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: December 2021, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 46 0176, Location: 06-TUL-099-48.71 (Lat: 36.452089, Lng: -119.490825), Route carried "under" structure: State highway 99, Year Built: 1957, Structure Length: 0. m, Average Daily Traffic: 49,000 (year 2009), Truck Traffic: 35%, Features Intersected: STATE ROUTE 99, Facility Carried by Structure: MERRITT DR
Minimum Vertical Clearance: 4.62m (15.16ft), Kilometerpoint: 48.710, Lanes on structure: 2, Lanes under structure: 6, Material/Design: Concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Length of Maximum Span: 18.3m (60.0ft)
Structure Number: 46 0176, Location: 06-TUL-099-48.71 (Lat: 36.452089, Lng: -119.490825), Route carried "under" structure: State highway 99, Year Built: 1957, Structure Length: 0. m, Average Daily Traffic: 49,000 (year 2009), Truck Traffic: 35%, Features Intersected: STATE ROUTE 99, Facility Carried by Structure: MERRITT DR
Minimum Vertical Clearance: 4.62m (15.16ft), Kilometerpoint: 48.710, Lanes on structure: 2, Lanes under structure: 6, Material/Design: Concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Length of Maximum Span: 18.3m (60.0ft)