Bridge Statistics for Chula Vista, California (CA)
Condition, Traffic, Stress, Structural Evaluation, Project Costs
- National Bridge Inventory (NBI) Statistics
- 119Number of bridges
- 1,860ft / 567mTotal length
- $5,337,000Total costs
- 5,535,145Total average daily traffic
- 213,853Total average daily truck traffic
- National Bridge Inventory (NBI) Registered Bridges for Chula Vista
- No street view available for this location
- New bridges - historical statistics
- 31960-1969
- 541970-1979
- 61980-1989
- 151990-1999
- 342000-2009
- 72010-2019
- Reconstructed bridges - Historical Statistics
- 11970-1979
- 01980-1989
- 11990-1999
- 42000-2009
- Bridge Condition - Deck
- 36.2%Good
- 61.7%Fair
- 2.1%Poor
- Bridge Condition - Superstructure
- 93.6%Good
- 6.4%Fair
- Bridge Condition - Substructure
- 85.1%Good
- 14.9%Fair
- Bridge Condition - Channel
- 56.1%Excellent
- 31.7%Very good
- 12.2%Satisfactory
- Bridge Condition - Culverts
- 86.2%Good
- 10.3%Satisfactory
- 3.4%Poor
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Structure Number: 57 0256, Location: 11-SD-005-7.81-CHV (Lat: 32.628958, Lng: -117.096106), Route carried "on" structure: City street S162, Year Built: 1973, Status: Open, Structure Length: 5.61m (18.41ft), Average Daily Traffic: 18,800 (year 2020), Truck Traffic: 1%, Average Future Daily Traffic: 29,057 (year 2040), Design Load: HS 20, Features Intersected: INTERSTATE 5, Facility Carried by Structure: H STREET
Minimum Vertical Clearance: 99.90m (327.76ft), Kilometerpoint: 0.000, Lanes on structure: 8, Lanes under structure: 8, Owner: State Highway Agency, Approaching Roadway Width: 30.5m (100.1ft), Skew: 20 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 2, Length of Maximum Span: 28.0m (91.9ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 30.5m (100.1ft), Out-to-Out Width: 34.1m (111.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 99.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 57 0256, Location: 11-SD-005-7.81-CHV (Lat: 32.628958, Lng: -117.096106), Route carried "on" structure: City street S162, Year Built: 1973, Status: Open, Structure Length: 5.61m (18.41ft), Average Daily Traffic: 18,800 (year 2020), Truck Traffic: 1%, Average Future Daily Traffic: 29,057 (year 2040), Design Load: HS 20, Features Intersected: INTERSTATE 5, Facility Carried by Structure: H STREET
Minimum Vertical Clearance: 99.90m (327.76ft), Kilometerpoint: 0.000, Lanes on structure: 8, Lanes under structure: 8, Owner: State Highway Agency, Approaching Roadway Width: 30.5m (100.1ft), Skew: 20 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 2, Length of Maximum Span: 28.0m (91.9ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 30.5m (100.1ft), Out-to-Out Width: 34.1m (111.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 99.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 57 0354, Location: 11-SD-005-6.06-CHV (Lat: 32.604317, Lng: -117.090289), Route carried "on" structure: City street S129, Year Built: 1973, Status: Open, Structure Length: 6.55m (21.49ft), Average Daily Traffic: 31,977 (year 2020), Truck Traffic: 2%, Average Future Daily Traffic: 36,547 (year 2040), Design Load: HS 20, Features Intersected: INTERSTATE 5, Facility Carried by Structure: PALOMAR STREET
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 4, Lanes under structure: 8, Owner: State Highway Agency, Approaching Roadway Width: 16.5m (54.1ft), Skew: 1 degrees, Material/Design: Concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 2, Length of Maximum Span: 34.1m (111.9ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 1.5m (4.9ft), Curb-To-Curb Width: 16.5m (54.1ft), Out-to-Out Width: 18.6m (61.0ft)
Condition: Deck: Poor, Superstructure: Good, Substructure: Good, Operating Rating: 42.1 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 32.7 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: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 6.55m (21.49ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021, Bridge Improvement Cost: $1,218,000, Roadway Improvement Cost: $243,000, Total Project Cost: $2,046,000 ( Estimate for 2020), Deck Structure Type: Concrete Cast-file-Place
Structure Number: 57 0354, Location: 11-SD-005-6.06-CHV (Lat: 32.604317, Lng: -117.090289), Route carried "on" structure: City street S129, Year Built: 1973, Status: Open, Structure Length: 6.55m (21.49ft), Average Daily Traffic: 31,977 (year 2020), Truck Traffic: 2%, Average Future Daily Traffic: 36,547 (year 2040), Design Load: HS 20, Features Intersected: INTERSTATE 5, Facility Carried by Structure: PALOMAR STREET
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 4, Lanes under structure: 8, Owner: State Highway Agency, Approaching Roadway Width: 16.5m (54.1ft), Skew: 1 degrees, Material/Design: Concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 2, Length of Maximum Span: 34.1m (111.9ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 1.5m (4.9ft), Curb-To-Curb Width: 16.5m (54.1ft), Out-to-Out Width: 18.6m (61.0ft)
Condition: Deck: Poor, Superstructure: Good, Substructure: Good, Operating Rating: 42.1 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 32.7 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: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 6.55m (21.49ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021, Bridge Improvement Cost: $1,218,000, Roadway Improvement Cost: $243,000, Total Project Cost: $2,046,000 ( Estimate for 2020), Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 57 0632L, Location: 11-SD-805-3.65-CHV (Lat: 32.594706, Lng: -117.036356), Route carried "on" structure: Interstate 805, Year Built: 1971, Status: Open, Structure Length: 4.18m (13.71ft), Average Daily Traffic: 101,000 (year 2018), Truck Traffic: 5%, Average Future Daily Traffic: 155,000 (year 2040), Design Load: HS 20, Features Intersected: MAIN STREET
Minimum Vertical Clearance: 30.00m (98.43ft), Kilometerpoint: 3.650, Lanes on structure: 4, Lanes under structure: 7, Base Highway Network: Yes (Inventory Route: 8, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 20.1m (65.9ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 41.8m (137.1ft), Curb-To-Curb Width: 20.1m (65.9ft), Out-to-Out Width: 20.7m (67.9ft)
Condition: Deck: Fair, Superstructure: Good, Substructure: Fair, Operating Rating: 50.2 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 30.5 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Equal to present minimum criteria, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2020, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 57 0632L, Location: 11-SD-805-3.65-CHV (Lat: 32.594706, Lng: -117.036356), Route carried "on" structure: Interstate 805, Year Built: 1971, Status: Open, Structure Length: 4.18m (13.71ft), Average Daily Traffic: 101,000 (year 2018), Truck Traffic: 5%, Average Future Daily Traffic: 155,000 (year 2040), Design Load: HS 20, Features Intersected: MAIN STREET
Minimum Vertical Clearance: 30.00m (98.43ft), Kilometerpoint: 3.650, Lanes on structure: 4, Lanes under structure: 7, Base Highway Network: Yes (Inventory Route: 8, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 20.1m (65.9ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 41.8m (137.1ft), Curb-To-Curb Width: 20.1m (65.9ft), Out-to-Out Width: 20.7m (67.9ft)
Condition: Deck: Fair, Superstructure: Good, Substructure: Fair, Operating Rating: 50.2 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 30.5 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Equal to present minimum criteria, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2020, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 57 0632R, Location: 11-SD-805-3.65-CHV (Lat: 32.594714, Lng: -117.036042), Route carried "on" structure: Interstate 805, Year Built: 1971, Status: Open, Structure Length: 4.18m (13.71ft), Average Daily Traffic: 101,000 (year 2018), Truck Traffic: 5%, Average Future Daily Traffic: 158,000 (year 2040), Design Load: HS 20, Features Intersected: MAIN STREET
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.650, Lanes on structure: 4, Lanes under structure: 7, Base Highway Network: Yes (Inventory Route: 8, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 20.1m (65.9ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 41.1m (134.8ft), Curb-To-Curb Width: 20.1m (65.9ft), Out-to-Out Width: 20.7m (67.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 50.2 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 30.5 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Underclear: High priority of corrective action, Approach Roadway Alignment: Superior to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2020, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 57 0632R, Location: 11-SD-805-3.65-CHV (Lat: 32.594714, Lng: -117.036042), Route carried "on" structure: Interstate 805, Year Built: 1971, Status: Open, Structure Length: 4.18m (13.71ft), Average Daily Traffic: 101,000 (year 2018), Truck Traffic: 5%, Average Future Daily Traffic: 158,000 (year 2040), Design Load: HS 20, Features Intersected: MAIN STREET
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.650, Lanes on structure: 4, Lanes under structure: 7, Base Highway Network: Yes (Inventory Route: 8, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 20.1m (65.9ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 41.1m (134.8ft), Curb-To-Curb Width: 20.1m (65.9ft), Out-to-Out Width: 20.7m (67.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 50.2 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 30.5 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Underclear: High priority of corrective action, Approach Roadway Alignment: Superior to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2020, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 57 0633, Location: 11-SD-805-4.41-CHV (Lat: 32.605800, Lng: -117.036250), Route carried "on" structure: City street S183, Year Built: 1971, Year Reconstructed: 2005, Status: Open, Structure Length: 7.71m (25.30ft), Average Daily Traffic: 43,000 (year 2018), Truck Traffic: 2%, Average Future Daily Traffic: 61,547 (year 2040), Design Load: HS 20, Features Intersected: INTERSTATE 805, Facility Carried by Structure: ORANGE AVENUE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 7, Lanes under structure: 8, Owner: State Highway Agency, Approaching Roadway Width: 29.4m (96.5ft), 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: 39.9m (130.9ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 29.4m (96.5ft), Out-to-Out Width: 33.0m (108.3ft)
Condition: Deck: Fair, Superstructure: Good, Substructure: Good, Operating Rating: 53.8 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 27.5 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Underclear: Meets minimum limits, Approach Roadway Alignment: Superior to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2020, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 57 0633, Location: 11-SD-805-4.41-CHV (Lat: 32.605800, Lng: -117.036250), Route carried "on" structure: City street S183, Year Built: 1971, Year Reconstructed: 2005, Status: Open, Structure Length: 7.71m (25.30ft), Average Daily Traffic: 43,000 (year 2018), Truck Traffic: 2%, Average Future Daily Traffic: 61,547 (year 2040), Design Load: HS 20, Features Intersected: INTERSTATE 805, Facility Carried by Structure: ORANGE AVENUE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 7, Lanes under structure: 8, Owner: State Highway Agency, Approaching Roadway Width: 29.4m (96.5ft), 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: 39.9m (130.9ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 29.4m (96.5ft), Out-to-Out Width: 33.0m (108.3ft)
Condition: Deck: Fair, Superstructure: Good, Substructure: Good, Operating Rating: 53.8 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 27.5 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Underclear: Meets minimum limits, Approach Roadway Alignment: Superior to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2020, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 57 0634, Location: 11-SD-805-5.54-CHV (Lat: 32.621717, Lng: -117.040614), Route carried "on" structure: Interstate 805, Year Built: 1971, Year Reconstructed: 2014, Status: Open, Structure Length: 3.81m (12.50ft), Average Daily Traffic: 200,000 (year 2018), Truck Traffic: 6%, Average Future Daily Traffic: 250,000 (year 2040), Design Load: HS 20, Features Intersected: NAPLES STREET
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 5.540, Lanes on structure: 10, Lanes under structure: 2, Base Highway Network: Yes (Inventory Route: 8, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 22.4m (73.5ft), Skew: 30 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 38.1m (125.0ft), Curb-To-Curb Width: 48.8m (160.1ft), Out-to-Out Width: 50.0m (164.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 49.6 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2020, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 57 0634, Location: 11-SD-805-5.54-CHV (Lat: 32.621717, Lng: -117.040614), Route carried "on" structure: Interstate 805, Year Built: 1971, Year Reconstructed: 2014, Status: Open, Structure Length: 3.81m (12.50ft), Average Daily Traffic: 200,000 (year 2018), Truck Traffic: 6%, Average Future Daily Traffic: 250,000 (year 2040), Design Load: HS 20, Features Intersected: NAPLES STREET
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 5.540, Lanes on structure: 10, Lanes under structure: 2, Base Highway Network: Yes (Inventory Route: 8, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 22.4m (73.5ft), Skew: 30 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 38.1m (125.0ft), Curb-To-Curb Width: 48.8m (160.1ft), Out-to-Out Width: 50.0m (164.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 49.6 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2020, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 57 0635, Location: 11-SD-805-6.06-CHV (Lat: 32.628992, Lng: -117.043697), Route carried "on" structure: Interstate 805, Year Built: 1971, Year Reconstructed: 2014, Status: Open, Structure Length: 7.56m (24.80ft), Average Daily Traffic: 212,000 (year 2016), Truck Traffic: 7%, Average Future Daily Traffic: 253,000 (year 2038), Design Load: HS 20, Features Intersected: TELEGRAPH CANYON ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 6.060, Lanes on structure: 9, Lanes under structure: 7, Base Highway Network: Yes (Inventory Route: 8, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 24.4m (80.1ft), Skew: 32 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 2, Length of Maximum Span: 41.5m (136.2ft), Curb-To-Curb Width: 48.8m (160.1ft), Out-to-Out Width: 50.0m (164.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 44.1 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 34.0 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: High priority of corrective action, Approach Roadway Alignment: Superior to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2020, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 57 0635, Location: 11-SD-805-6.06-CHV (Lat: 32.628992, Lng: -117.043697), Route carried "on" structure: Interstate 805, Year Built: 1971, Year Reconstructed: 2014, Status: Open, Structure Length: 7.56m (24.80ft), Average Daily Traffic: 212,000 (year 2016), Truck Traffic: 7%, Average Future Daily Traffic: 253,000 (year 2038), Design Load: HS 20, Features Intersected: TELEGRAPH CANYON ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 6.060, Lanes on structure: 9, Lanes under structure: 7, Base Highway Network: Yes (Inventory Route: 8, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 24.4m (80.1ft), Skew: 32 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 2, Length of Maximum Span: 41.5m (136.2ft), Curb-To-Curb Width: 48.8m (160.1ft), Out-to-Out Width: 50.0m (164.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 44.1 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 34.0 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: High priority of corrective action, Approach Roadway Alignment: Superior to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2020, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 57 0635K, Location: 11-SD-805-6.06-CHV (Lat: 32.629053, Lng: -117.044292), Route carried "on" structure: Ramp Interstate 805, Year Built: 1971, Status: Open, Structure Length: 4.94m (16.21ft), Average Daily Traffic: 8,200 (year 2016), Truck Traffic: 4%, Average Future Daily Traffic: 16,487 (year 2038), Design Load: HS 20, Features Intersected: TELEGRAPH CANYON ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 6.060, Lanes on structure: 2, Lanes under structure: 8, Base Highway Network: Yes (Inventory Route: 8, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 2 degrees, Material/Design: Concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 2, Length of Maximum Span: 25.6m (84.0ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.9m (25.9ft)
Condition: Deck: Fair, Superstructure: Good, Substructure: Good, Operating Rating: 46.7 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: 36.0 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Better than present minimum criteria, Deck Geometry: High priority of replacement, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2020, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 57 0635K, Location: 11-SD-805-6.06-CHV (Lat: 32.629053, Lng: -117.044292), Route carried "on" structure: Ramp Interstate 805, Year Built: 1971, Status: Open, Structure Length: 4.94m (16.21ft), Average Daily Traffic: 8,200 (year 2016), Truck Traffic: 4%, Average Future Daily Traffic: 16,487 (year 2038), Design Load: HS 20, Features Intersected: TELEGRAPH CANYON ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 6.060, Lanes on structure: 2, Lanes under structure: 8, Base Highway Network: Yes (Inventory Route: 8, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 2 degrees, Material/Design: Concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 2, Length of Maximum Span: 25.6m (84.0ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.9m (25.9ft)
Condition: Deck: Fair, Superstructure: Good, Substructure: Good, Operating Rating: 46.7 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: 36.0 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Better than present minimum criteria, Deck Geometry: High priority of replacement, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2020, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 57 0636, Location: 11-SD-805-6.50-CHV (Lat: 32.634447, Lng: -117.046861), Route carried "on" structure: City street S186, Year Built: 1971, Status: Open, Structure Length: 13.38m (43.90ft), Average Daily Traffic: 9,830 (year 2016), Truck Traffic: 1%, Average Future Daily Traffic: 15,455 (year 2038), Design Load: HS 20, Features Intersected: INTERSTATE 805, Facility Carried by Structure: J STREET
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 12, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 4 degrees, Material/Design: Concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 4, Length of Maximum Span: 42.7m (140.1ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 16.2m (53.1ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 61.2 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 44.4 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2020, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 57 0636, Location: 11-SD-805-6.50-CHV (Lat: 32.634447, Lng: -117.046861), Route carried "on" structure: City street S186, Year Built: 1971, Status: Open, Structure Length: 13.38m (43.90ft), Average Daily Traffic: 9,830 (year 2016), Truck Traffic: 1%, Average Future Daily Traffic: 15,455 (year 2038), Design Load: HS 20, Features Intersected: INTERSTATE 805, Facility Carried by Structure: J STREET
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 12, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 4 degrees, Material/Design: Concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 4, Length of Maximum Span: 42.7m (140.1ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 16.2m (53.1ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 61.2 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 44.4 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2020, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 57 0637, Location: 11-SD-805-7.76 (Lat: 32.648128, Lng: -117.061397), Route carried "on" structure: Interstate 805, Year Built: 1975, Year Reconstructed: 2014, Status: Open, Structure Length: 9.04m (29.66ft), Average Daily Traffic: 246,000 (year 2016), Truck Traffic: 7%, Average Future Daily Traffic: 292,000 (year 2038), Design Load: HS 20, Features Intersected: BONITA ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 7.760, Lanes on structure: 12, Lanes under structure: 7, Base Highway Network: Yes (Inventory Route: 8, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 31.3m (102.7ft), Skew: 35 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 3, Length of Maximum Span: 48.9m (160.4ft), Curb-To-Curb Width: 58.6m (192.3ft), Out-to-Out Width: 60.0m (196.9ft)
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: Superior to present desirable criteria, Underclear: Meets minimum limits, Approach Roadway Alignment: Superior to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2020, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 57 0637, Location: 11-SD-805-7.76 (Lat: 32.648128, Lng: -117.061397), Route carried "on" structure: Interstate 805, Year Built: 1975, Year Reconstructed: 2014, Status: Open, Structure Length: 9.04m (29.66ft), Average Daily Traffic: 246,000 (year 2016), Truck Traffic: 7%, Average Future Daily Traffic: 292,000 (year 2038), Design Load: HS 20, Features Intersected: BONITA ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 7.760, Lanes on structure: 12, Lanes under structure: 7, Base Highway Network: Yes (Inventory Route: 8, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 31.3m (102.7ft), Skew: 35 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 3, Length of Maximum Span: 48.9m (160.4ft), Curb-To-Curb Width: 58.6m (192.3ft), Out-to-Out Width: 60.0m (196.9ft)
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: Superior to present desirable criteria, Underclear: Meets minimum limits, Approach Roadway Alignment: Superior to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2020, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 57 0638G, Location: 11-SD-805-8.65 (Lat: 32.656258, Lng: -117.071767), Route carried "on" structure: Ramp Interstate 805, Year Built: 1975, Status: Open, Structure Length: 13.72m (45.01ft), Average Daily Traffic: 21,500 (year 2016), Truck Traffic: 5%, Average Future Daily Traffic: 26,018 (year 2038), Design Load: HS 20, Features Intersected: SWEETWATER RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 8.650, Lanes on structure: 2, Base Highway Network: Yes (Inventory Route: 8, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 9 degrees, Material/Design: Concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 5, Length of Maximum Span: 29.3m (96.1ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 12.8m (42.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Fair, Channel: Very good, Operating Rating: 91.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 55.1 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: 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: 57 0638G, Location: 11-SD-805-8.65 (Lat: 32.656258, Lng: -117.071767), Route carried "on" structure: Ramp Interstate 805, Year Built: 1975, Status: Open, Structure Length: 13.72m (45.01ft), Average Daily Traffic: 21,500 (year 2016), Truck Traffic: 5%, Average Future Daily Traffic: 26,018 (year 2038), Design Load: HS 20, Features Intersected: SWEETWATER RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 8.650, Lanes on structure: 2, Base Highway Network: Yes (Inventory Route: 8, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 9 degrees, Material/Design: Concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 5, Length of Maximum Span: 29.3m (96.1ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 12.8m (42.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Fair, Channel: Very good, Operating Rating: 91.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 55.1 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: 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: 57 0638L, Location: 11-SD-805-8.66 (Lat: 32.656092, Lng: -117.072747), Route carried "on" structure: Interstate 805, Year Built: 1975, Status: Open, Structure Length: 15.48m (50.79ft), Average Daily Traffic: 118,500 (year 2016), Truck Traffic: 6%, Average Future Daily Traffic: 154,500 (year 2038), Design Load: HS 20, Features Intersected: SWEETWATER RIVER
Minimum Vertical Clearance: 5.33m (17.49ft), Kilometerpoint: 8.660, Lanes on structure: 5, Base Highway Network: Yes (Inventory Route: 8, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 20.7m (67.9ft), Skew: 2 degrees, Material/Design: Concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 5, Length of Maximum Span: 32.3m (106.0ft), Curb-To-Curb Width: 20.7m (67.9ft), Out-to-Out Width: 21.3m (69.9ft)
Condition: Deck: Fair, Superstructure: Good, Substructure: Fair, Channel: Very good, Operating Rating: 98.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 59.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, 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: 57 0638L, Location: 11-SD-805-8.66 (Lat: 32.656092, Lng: -117.072747), Route carried "on" structure: Interstate 805, Year Built: 1975, Status: Open, Structure Length: 15.48m (50.79ft), Average Daily Traffic: 118,500 (year 2016), Truck Traffic: 6%, Average Future Daily Traffic: 154,500 (year 2038), Design Load: HS 20, Features Intersected: SWEETWATER RIVER
Minimum Vertical Clearance: 5.33m (17.49ft), Kilometerpoint: 8.660, Lanes on structure: 5, Base Highway Network: Yes (Inventory Route: 8, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 20.7m (67.9ft), Skew: 2 degrees, Material/Design: Concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 5, Length of Maximum Span: 32.3m (106.0ft), Curb-To-Curb Width: 20.7m (67.9ft), Out-to-Out Width: 21.3m (69.9ft)
Condition: Deck: Fair, Superstructure: Good, Substructure: Fair, Channel: Very good, Operating Rating: 98.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 59.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, 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: 57 0638R, Location: 11-SD-805-8.66 (Lat: 32.656742, Lng: -117.072797), Route carried "on" structure: Interstate 805, Year Built: 1975, Status: Open, Structure Length: 15.48m (50.79ft), Average Daily Traffic: 118,500 (year 2016), Truck Traffic: 6%, Average Future Daily Traffic: 154,500 (year 2038), Design Load: HS 20, Features Intersected: SWEETWATER RIVER
Minimum Vertical Clearance: 5.38m (17.65ft), Kilometerpoint: 8.660, Lanes on structure: 6, Base Highway Network: Yes (Inventory Route: 8, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 34.7m (113.8ft), Skew: 22 degrees, Material/Design: Concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 5, Length of Maximum Span: 32.3m (106.0ft), Curb-To-Curb Width: 30.9m (101.4ft), Out-to-Out Width: 35.4m (116.1ft)
Condition: Deck: Fair, Superstructure: Good, Substructure: Fair, Channel: Very good, Operating Rating: 74.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 45.0 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: 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: 57 0638R, Location: 11-SD-805-8.66 (Lat: 32.656742, Lng: -117.072797), Route carried "on" structure: Interstate 805, Year Built: 1975, Status: Open, Structure Length: 15.48m (50.79ft), Average Daily Traffic: 118,500 (year 2016), Truck Traffic: 6%, Average Future Daily Traffic: 154,500 (year 2038), Design Load: HS 20, Features Intersected: SWEETWATER RIVER
Minimum Vertical Clearance: 5.38m (17.65ft), Kilometerpoint: 8.660, Lanes on structure: 6, Base Highway Network: Yes (Inventory Route: 8, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 34.7m (113.8ft), Skew: 22 degrees, Material/Design: Concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 5, Length of Maximum Span: 32.3m (106.0ft), Curb-To-Curb Width: 30.9m (101.4ft), Out-to-Out Width: 35.4m (116.1ft)
Condition: Deck: Fair, Superstructure: Good, Substructure: Fair, Channel: Very good, Operating Rating: 74.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 45.0 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: 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: 57 0701, Location: 11-SD-005-R52.83-OCN (Lat: 33.196239, Lng: -117.367644), Route carried "on" structure: County highway S362, Year Built: 1970, Status: Open, Structure Length: 6.86m (22.51ft), Average Daily Traffic: 9,800 (year 2020), Truck Traffic: 2%, Average Future Daily Traffic: 16,157 (year 2040), Design Load: HS 20, Features Intersected: ROUTE 5, Facility Carried by Structure: BROOKS ST
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 8, Owner: State Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Material/Design: Concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 2, Length of Maximum Span: 34.1m (111.9ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 0.0m, Curb-To-Curb Width: 9.2m (30.2ft), Out-to-Out Width: 11.3m (37.1ft)
Condition: Deck: Fair, Superstructure: Good, Substructure: Good, Operating Rating: 51.2 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 39.5 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Underclear: Meets minimum limits, Approach Roadway Alignment: Meets minimum limits, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2021, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 57 0701, Location: 11-SD-005-R52.83-OCN (Lat: 33.196239, Lng: -117.367644), Route carried "on" structure: County highway S362, Year Built: 1970, Status: Open, Structure Length: 6.86m (22.51ft), Average Daily Traffic: 9,800 (year 2020), Truck Traffic: 2%, Average Future Daily Traffic: 16,157 (year 2040), Design Load: HS 20, Features Intersected: ROUTE 5, Facility Carried by Structure: BROOKS ST
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 8, Owner: State Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Material/Design: Concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 2, Length of Maximum Span: 34.1m (111.9ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 0.0m, Curb-To-Curb Width: 9.2m (30.2ft), Out-to-Out Width: 11.3m (37.1ft)
Condition: Deck: Fair, Superstructure: Good, Substructure: Good, Operating Rating: 51.2 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 39.5 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Underclear: Meets minimum limits, Approach Roadway Alignment: Meets minimum limits, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2021, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 57 0709, Location: 11-SD-005-6.81-CHV (Lat: 32.614950, Lng: -117.091644), Route carried "on" structure: City street S163, Year Built: 1973, Status: Open, Structure Length: 7.47m (24.51ft), Average Daily Traffic: 25,800 (year 2020), Truck Traffic: 1%, Average Future Daily Traffic: 35,000 (year 2040), Design Load: HS 20, Features Intersected: INTERSTATE 5, Facility Carried by Structure: L STREET
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 5, Lanes under structure: 10, Owner: State Highway Agency, Approaching Roadway Width: 20.7m (67.9ft), Skew: 21 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 2, Length of Maximum Span: 41.1m (134.8ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 0.0m, Curb-To-Curb Width: 20.7m (67.9ft), Out-to-Out Width: 24.1m (79.1ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 46.3 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: 35.3 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 57 0709, Location: 11-SD-005-6.81-CHV (Lat: 32.614950, Lng: -117.091644), Route carried "on" structure: City street S163, Year Built: 1973, Status: Open, Structure Length: 7.47m (24.51ft), Average Daily Traffic: 25,800 (year 2020), Truck Traffic: 1%, Average Future Daily Traffic: 35,000 (year 2040), Design Load: HS 20, Features Intersected: INTERSTATE 5, Facility Carried by Structure: L STREET
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 5, Lanes under structure: 10, Owner: State Highway Agency, Approaching Roadway Width: 20.7m (67.9ft), Skew: 21 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 2, Length of Maximum Span: 41.1m (134.8ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 0.0m, Curb-To-Curb Width: 20.7m (67.9ft), Out-to-Out Width: 24.1m (79.1ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 46.3 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: 35.3 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 57 0711, Location: 11-SD-005-8.31-CHV (Lat: 32.635875, Lng: -117.098972), Route carried "on" structure: City street S174, Year Built: 1973, Status: Open, Structure Length: 7.50m (24.61ft), Average Daily Traffic: 21,900 (year 2020), Truck Traffic: 2%, Average Future Daily Traffic: 30,912 (year 2040), Design Load: HS 20, Features Intersected: INTERSTATE 5, Facility Carried by Structure: F STREET
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 4, Lanes under structure: 10, Owner: State Highway Agency, Approaching Roadway Width: 15.8m (51.8ft), Material/Design: Prestressed concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 2, Length of Maximum Span: 37.5m (123.0ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 15.8m (51.8ft), Out-to-Out Width: 19.5m (64.0ft)
Condition: Deck: Fair, Superstructure: Good, Substructure: Good, Operating Rating: 54.8 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 36.6 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 57 0711, Location: 11-SD-005-8.31-CHV (Lat: 32.635875, Lng: -117.098972), Route carried "on" structure: City street S174, Year Built: 1973, Status: Open, Structure Length: 7.50m (24.61ft), Average Daily Traffic: 21,900 (year 2020), Truck Traffic: 2%, Average Future Daily Traffic: 30,912 (year 2040), Design Load: HS 20, Features Intersected: INTERSTATE 5, Facility Carried by Structure: F STREET
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 4, Lanes under structure: 10, Owner: State Highway Agency, Approaching Roadway Width: 15.8m (51.8ft), Material/Design: Prestressed concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 2, Length of Maximum Span: 37.5m (123.0ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 15.8m (51.8ft), Out-to-Out Width: 19.5m (64.0ft)
Condition: Deck: Fair, Superstructure: Good, Substructure: Good, Operating Rating: 54.8 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 36.6 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 57 0747F, Location: 11-SD-054-1.93-CHV (Lat: 32.655981, Lng: -117.073008), Route carried "on" structure: Ramp State highway 54, Year Built: 1975, Status: Open, Structure Length: 38.28m (125.59ft), Average Daily Traffic: 22,000 (year 2011), Truck Traffic: 4%, Average Future Daily Traffic: 26,280 (year 2040), Design Load: HS 20, Features Intersected: RTES 805 & 54,CONS,RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.930, Lanes on structure: 2, Lanes under structure: 17, Base Highway Network: Yes (, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 9 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 8, Length of Maximum Span: 59.4m (194.9ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 12.8m (42.0ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Good, Channel: Very good, Operating Rating: 99.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.4 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, Underclear: Better than present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2020, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 57 0747F, Location: 11-SD-054-1.93-CHV (Lat: 32.655981, Lng: -117.073008), Route carried "on" structure: Ramp State highway 54, Year Built: 1975, Status: Open, Structure Length: 38.28m (125.59ft), Average Daily Traffic: 22,000 (year 2011), Truck Traffic: 4%, Average Future Daily Traffic: 26,280 (year 2040), Design Load: HS 20, Features Intersected: RTES 805 & 54,CONS,RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.930, Lanes on structure: 2, Lanes under structure: 17, Base Highway Network: Yes (, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 9 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 8, Length of Maximum Span: 59.4m (194.9ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 12.8m (42.0ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Good, Channel: Very good, Operating Rating: 99.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.4 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, Underclear: Better than present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2020, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 57 0766L, Location: 11-SD-054-1.35L-CHV (Lat: 32.659106, Lng: -117.083447), Route carried "on" structure: State highway 54, Year Built: 1989, Status: Open, Structure Length: 3.11m (10.20ft), Average Daily Traffic: 59,000 (year 2012), Truck Traffic: 1%, Average Future Daily Traffic: 63,071 (year 2040), Design Load: HS 20, Features Intersected: N 2ND AVE UC (WBND)
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.350, Lanes on structure: 3, Lanes under structure: 2, Base Highway Network: Yes (, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 21.0m (68.9ft), Skew: 2 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 31.1m (102.0ft), Curb-To-Curb Width: 19.9m (65.3ft), Out-to-Out Width: 20.9m (68.6ft)
Condition: Deck: Fair, Superstructure: Good, Substructure: Good, Operating Rating: 54.1 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: Meets minimum limits, Approach Roadway Alignment: Superior 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: Monolithic Concrete
Structure Number: 57 0766L, Location: 11-SD-054-1.35L-CHV (Lat: 32.659106, Lng: -117.083447), Route carried "on" structure: State highway 54, Year Built: 1989, Status: Open, Structure Length: 3.11m (10.20ft), Average Daily Traffic: 59,000 (year 2012), Truck Traffic: 1%, Average Future Daily Traffic: 63,071 (year 2040), Design Load: HS 20, Features Intersected: N 2ND AVE UC (WBND)
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.350, Lanes on structure: 3, Lanes under structure: 2, Base Highway Network: Yes (, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 21.0m (68.9ft), Skew: 2 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 31.1m (102.0ft), Curb-To-Curb Width: 19.9m (65.3ft), Out-to-Out Width: 20.9m (68.6ft)
Condition: Deck: Fair, Superstructure: Good, Substructure: Good, Operating Rating: 54.1 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: Meets minimum limits, Approach Roadway Alignment: Superior 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: Monolithic Concrete
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Structure Number: 57 0767R, Location: 11-SD-054-1.41R-CHV (Lat: 32.657431, Lng: -117.082353), Route carried "on" structure: State highway 54, Year Built: 1990, Status: Open, Structure Length: 25.33m (83.10ft), Average Daily Traffic: 63,000 (year 2012), Truck Traffic: 1%, Average Future Daily Traffic: 76,513 (year 2040), Design Load: HS 20, Features Intersected: SWEETWATER RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.410, Lanes on structure: 4, Lanes under structure: 2, Base Highway Network: Yes (, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 20.1m (65.9ft), Skew: 4 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 6, Length of Maximum Span: 42.4m (139.1ft), Curb-To-Curb Width: 23.5m (77.1ft), Out-to-Out Width: 24.6m (80.7ft)
Condition: Deck: Fair, Superstructure: Good, Substructure: Fair, 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: Somewhat better than minimum adequacy, Deck Geometry: Superior to present desirable criteria, Underclear: Superior to present desirable criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Somewhat better than minimum adequacy, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 57 0767R, Location: 11-SD-054-1.41R-CHV (Lat: 32.657431, Lng: -117.082353), Route carried "on" structure: State highway 54, Year Built: 1990, Status: Open, Structure Length: 25.33m (83.10ft), Average Daily Traffic: 63,000 (year 2012), Truck Traffic: 1%, Average Future Daily Traffic: 76,513 (year 2040), Design Load: HS 20, Features Intersected: SWEETWATER RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.410, Lanes on structure: 4, Lanes under structure: 2, Base Highway Network: Yes (, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 20.1m (65.9ft), Skew: 4 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 6, Length of Maximum Span: 42.4m (139.1ft), Curb-To-Curb Width: 23.5m (77.1ft), Out-to-Out Width: 24.6m (80.7ft)
Condition: Deck: Fair, Superstructure: Good, Substructure: Fair, 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: Somewhat better than minimum adequacy, Deck Geometry: Superior to present desirable criteria, Underclear: Superior to present desirable criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Somewhat better than minimum adequacy, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 57 0791S, Location: 11-SD-005-8.99 (Lat: 32.645703, Lng: -117.101400), Route carried "on" structure: Ramp Interstate 5, Year Built: 1992, Status: Open, Structure Length: 11.80m (38.71ft), Average Daily Traffic: 7,500 (year 2020), Truck Traffic: 8%, Average Future Daily Traffic: 14,426 (year 2040), Design Load: HS 20, Features Intersected: N5-E54 CONNECTOR RAMP
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 8.990, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes (, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Material/Design: Prestressed concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 3, Length of Maximum Span: 46.9m (153.9ft), Curb-To-Curb Width: 11.0m (36.1ft), Out-to-Out Width: 12.0m (39.4ft)
Condition: Deck: Fair, 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: Better than present minimum criteria, Underclear: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 57 0791S, Location: 11-SD-005-8.99 (Lat: 32.645703, Lng: -117.101400), Route carried "on" structure: Ramp Interstate 5, Year Built: 1992, Status: Open, Structure Length: 11.80m (38.71ft), Average Daily Traffic: 7,500 (year 2020), Truck Traffic: 8%, Average Future Daily Traffic: 14,426 (year 2040), Design Load: HS 20, Features Intersected: N5-E54 CONNECTOR RAMP
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 8.990, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes (, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Material/Design: Prestressed concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 3, Length of Maximum Span: 46.9m (153.9ft), Curb-To-Curb Width: 11.0m (36.1ft), Out-to-Out Width: 12.0m (39.4ft)
Condition: Deck: Fair, 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: Better than present minimum criteria, Underclear: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 57 0792K, Location: 11-SD-005-9.00 (Lat: 32.645239, Lng: -117.102514), Route carried "on" structure: Ramp Interstate 5, Year Built: 1992, Status: Open, Structure Length: 11.49m (37.70ft), Average Daily Traffic: 7,400 (year 2020), Truck Traffic: 8%, Average Future Daily Traffic: 12,000 (year 2040), Design Load: HS 20, Features Intersected: W54-S5 CONNECTOR RAMP
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 9.000, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes (, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Material/Design: Prestressed concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 3, Length of Maximum Span: 45.7m (149.9ft), Curb-To-Curb Width: 11.0m (36.1ft), Out-to-Out Width: 12.0m (39.4ft)
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: Better than present minimum criteria, Underclear: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 57 0792K, Location: 11-SD-005-9.00 (Lat: 32.645239, Lng: -117.102514), Route carried "on" structure: Ramp Interstate 5, Year Built: 1992, Status: Open, Structure Length: 11.49m (37.70ft), Average Daily Traffic: 7,400 (year 2020), Truck Traffic: 8%, Average Future Daily Traffic: 12,000 (year 2040), Design Load: HS 20, Features Intersected: W54-S5 CONNECTOR RAMP
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 9.000, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes (, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Material/Design: Prestressed concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 3, Length of Maximum Span: 45.7m (149.9ft), Curb-To-Curb Width: 11.0m (36.1ft), Out-to-Out Width: 12.0m (39.4ft)
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: Better than present minimum criteria, Underclear: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 57 0862, Location: 11-SD-805-7.16-CHV (Lat: 32.640536, Lng: -117.055347), Route carried "on" structure: City street S162, Year Built: 1975, Status: Open, Structure Length: 10.27m (33.69ft), Average Daily Traffic: 54,200 (year 2016), Truck Traffic: 5%, Average Future Daily Traffic: 71,889 (year 2038), Design Load: HS 20, Features Intersected: I 805, ON & OFF-RAMP, Facility Carried by Structure: H STREET
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 6, Lanes under structure: 14, Owner: State Highway Agency, Approaching Roadway Width: 28.0m (91.9ft), Skew: 2 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 2, Length of Maximum Span: 53.9m (176.8ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 0.0m, Curb-To-Curb Width: 28.4m (93.2ft), Out-to-Out Width: 30.8m (101.0ft)
Condition: Deck: Fair, Superstructure: Good, Substructure: Good, Operating Rating: 49.6 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 34.3 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: Meets minimum limits, Approach Roadway Alignment: Superior to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2020, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 57 0862, Location: 11-SD-805-7.16-CHV (Lat: 32.640536, Lng: -117.055347), Route carried "on" structure: City street S162, Year Built: 1975, Status: Open, Structure Length: 10.27m (33.69ft), Average Daily Traffic: 54,200 (year 2016), Truck Traffic: 5%, Average Future Daily Traffic: 71,889 (year 2038), Design Load: HS 20, Features Intersected: I 805, ON & OFF-RAMP, Facility Carried by Structure: H STREET
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 6, Lanes under structure: 14, Owner: State Highway Agency, Approaching Roadway Width: 28.0m (91.9ft), Skew: 2 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 2, Length of Maximum Span: 53.9m (176.8ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 0.0m, Curb-To-Curb Width: 28.4m (93.2ft), Out-to-Out Width: 30.8m (101.0ft)
Condition: Deck: Fair, Superstructure: Good, Substructure: Good, Operating Rating: 49.6 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 34.3 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: Meets minimum limits, Approach Roadway Alignment: Superior to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2020, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 57 0865, Location: 11-SD-805-6.12-CHV (Lat: 32.629261, Lng: -117.045072), Route carried "on" structure: Interstate 805, Year Built: 1971, Status: Open, Structure Length: 0.82m (2.69ft), Average Daily Traffic: 199,000 (year 2016), Truck Traffic: 7%, Average Future Daily Traffic: 253,000 (year 2038), Features Intersected: TELEGRAPH CANYON DRAIN
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 6.120, Lanes on structure: 13, Base Highway Network: Yes (Inventory Route: 8, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 48.8m (160.1ft), Skew: 2 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 2.4m (7.9ft)
Condition: Channel: Very good, Culverts: Poor, 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: Meets minimum limits, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Superior to present desirable criteria, Length Of Structure Improvement: 0.82m (2.69ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2020, Bridge Improvement Cost: $1,959,000, Roadway Improvement Cost: $391,000, Total Project Cost: $3,291,000 ( Estimate for 2019)
Structure Number: 57 0865, Location: 11-SD-805-6.12-CHV (Lat: 32.629261, Lng: -117.045072), Route carried "on" structure: Interstate 805, Year Built: 1971, Status: Open, Structure Length: 0.82m (2.69ft), Average Daily Traffic: 199,000 (year 2016), Truck Traffic: 7%, Average Future Daily Traffic: 253,000 (year 2038), Features Intersected: TELEGRAPH CANYON DRAIN
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 6.120, Lanes on structure: 13, Base Highway Network: Yes (Inventory Route: 8, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 48.8m (160.1ft), Skew: 2 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 2.4m (7.9ft)
Condition: Channel: Very good, Culverts: Poor, 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: Meets minimum limits, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Superior to present desirable criteria, Length Of Structure Improvement: 0.82m (2.69ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2020, Bridge Improvement Cost: $1,959,000, Roadway Improvement Cost: $391,000, Total Project Cost: $3,291,000 ( Estimate for 2019)
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Structure Number: 57 0948G, Location: 11-SD-054-1.89-CHV (Lat: 32.657075, Lng: -117.074564), Route carried "on" structure: Ramp State highway 54, Year Built: 1975, Status: Open, Structure Length: 14.02m (46.00ft), Average Daily Traffic: 20,500 (year 2012), Truck Traffic: 1%, Average Future Daily Traffic: 25,504 (year 2040), Design Load: HS 20, Features Intersected: SWEETWATER RIVER
Minimum Vertical Clearance: 5.28m (17.32ft), Kilometerpoint: 1.890, Lanes on structure: 1, Base Highway Network: Yes (, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Skew: 9 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 4, Length of Maximum Span: 42.4m (139.1ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 9.1m (29.9ft)
Condition: Deck: Fair, Superstructure: Good, Substructure: Good, Channel: Very good, Operating Rating: 99.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 57 0948G, Location: 11-SD-054-1.89-CHV (Lat: 32.657075, Lng: -117.074564), Route carried "on" structure: Ramp State highway 54, Year Built: 1975, Status: Open, Structure Length: 14.02m (46.00ft), Average Daily Traffic: 20,500 (year 2012), Truck Traffic: 1%, Average Future Daily Traffic: 25,504 (year 2040), Design Load: HS 20, Features Intersected: SWEETWATER RIVER
Minimum Vertical Clearance: 5.28m (17.32ft), Kilometerpoint: 1.890, Lanes on structure: 1, Base Highway Network: Yes (, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Skew: 9 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 4, Length of Maximum Span: 42.4m (139.1ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 9.1m (29.9ft)
Condition: Deck: Fair, Superstructure: Good, Substructure: Good, Channel: Very good, Operating Rating: 99.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 57 1053, Location: 11-SD-000--CHV (Lat: 32.648022, Lng: -117.059433), Route carried "on" structure: City street , Year Built: 1973, Year Reconstructed: 1995, Status: Open, Structure Length: 2.20m (7.22ft), Average Daily Traffic: 30,000 (year 2016), Truck Traffic: 5%, Average Future Daily Traffic: 32,037 (year 2038), Features Intersected: RICE CANYON, Facility Carried by Structure: BONITA ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 7, Owner: State Highway Agency, Maintenance Responsibility: City or Municipal Highway Agency, Approaching Roadway Width: 30.0m (98.4ft), Skew: 5 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 7, Length of Maximum Span: 1.8m (5.9ft), Curb or Sidewalk Widths: Left: 3.6m (11.8ft), Right: 3.6m (11.8ft), Curb-To-Curb Width: 30.0m (98.4ft), Out-to-Out Width: 32.0m (105.0ft)
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: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Superior to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: June 2018
Structure Number: 57 1053, Location: 11-SD-000--CHV (Lat: 32.648022, Lng: -117.059433), Route carried "on" structure: City street , Year Built: 1973, Year Reconstructed: 1995, Status: Open, Structure Length: 2.20m (7.22ft), Average Daily Traffic: 30,000 (year 2016), Truck Traffic: 5%, Average Future Daily Traffic: 32,037 (year 2038), Features Intersected: RICE CANYON, Facility Carried by Structure: BONITA ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 7, Owner: State Highway Agency, Maintenance Responsibility: City or Municipal Highway Agency, Approaching Roadway Width: 30.0m (98.4ft), Skew: 5 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 7, Length of Maximum Span: 1.8m (5.9ft), Curb or Sidewalk Widths: Left: 3.6m (11.8ft), Right: 3.6m (11.8ft), Curb-To-Curb Width: 30.0m (98.4ft), Out-to-Out Width: 32.0m (105.0ft)
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: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Superior to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: June 2018
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Structure Number: 57 1174, Location: 11-SD-125-6.93 (Lat: 32.681750, Lng: -116.990575), Route carried "on" structure: City street , Year Built: 2008, Status: Open, Structure Length: 8.25m (27.07ft), Average Daily Traffic: 8,600 (year 2015), Truck Traffic: 1%, Average Future Daily Traffic: 9,000 (year 2037), Design Load: HS 20+Mod, Features Intersected: ROUTE 125, Facility Carried by Structure: SAN MIGUEL RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 3 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 2, Length of Maximum Span: 41.9m (137.5ft), Curb-To-Curb Width: 15.2m (49.9ft), Out-to-Out Width: 16.4m (53.8ft)
Condition: Deck: Good, Superstructure: Fair, Substructure: Good, Operating Rating: 54.1 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Superior to present desirable criteria, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2020, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 57 1174, Location: 11-SD-125-6.93 (Lat: 32.681750, Lng: -116.990575), Route carried "on" structure: City street , Year Built: 2008, Status: Open, Structure Length: 8.25m (27.07ft), Average Daily Traffic: 8,600 (year 2015), Truck Traffic: 1%, Average Future Daily Traffic: 9,000 (year 2037), Design Load: HS 20+Mod, Features Intersected: ROUTE 125, Facility Carried by Structure: SAN MIGUEL RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 3 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 2, Length of Maximum Span: 41.9m (137.5ft), Curb-To-Curb Width: 15.2m (49.9ft), Out-to-Out Width: 16.4m (53.8ft)
Condition: Deck: Good, Superstructure: Fair, Substructure: Good, Operating Rating: 54.1 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Superior to present desirable criteria, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2020, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 57 1186, Location: 11-SD-125-L0.64 (Lat: 32.586614, Lng: -116.965475), Route carried "on" structure: State highway 125, Year Built: 2007, Status: Open, Structure Length: 101.20m (332.02ft), Average Daily Traffic: 11,100 (year 2018), Truck Traffic: 1%, Average Future Daily Traffic: 12,000 (year 2037), Design Load: HS 20, Features Intersected: OTAY RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.640, Lanes on structure: 4, Lanes under structure: 2, Base Highway Network: Yes (Inventory Route: 1, Subroute: 1), Toll: On toll road, Owner: State Highway Agency, Approaching Roadway Width: 21.6m (70.9ft), Skew: 9 degrees, Material/Design: Prestressed concrete, Design/Construction: Segmental Box Girder, Number Of Spans In Main Unit: 12, Length of Maximum Span: 90.5m (296.9ft), Curb-To-Curb Width: 21.6m (70.9ft), Out-to-Out Width: 23.1m (75.8ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Excellent, Operating Rating: 54.1 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 57 1186, Location: 11-SD-125-L0.64 (Lat: 32.586614, Lng: -116.965475), Route carried "on" structure: State highway 125, Year Built: 2007, Status: Open, Structure Length: 101.20m (332.02ft), Average Daily Traffic: 11,100 (year 2018), Truck Traffic: 1%, Average Future Daily Traffic: 12,000 (year 2037), Design Load: HS 20, Features Intersected: OTAY RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.640, Lanes on structure: 4, Lanes under structure: 2, Base Highway Network: Yes (Inventory Route: 1, Subroute: 1), Toll: On toll road, Owner: State Highway Agency, Approaching Roadway Width: 21.6m (70.9ft), Skew: 9 degrees, Material/Design: Prestressed concrete, Design/Construction: Segmental Box Girder, Number Of Spans In Main Unit: 12, Length of Maximum Span: 90.5m (296.9ft), Curb-To-Curb Width: 21.6m (70.9ft), Out-to-Out Width: 23.1m (75.8ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Excellent, Operating Rating: 54.1 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 57 1187L, Location: 11-SD-125-4.04 (Lat: 32.645742, Lng: -116.970975), Route carried "on" structure: State highway 125, Year Built: 2007, Status: Open, Structure Length: 6.97m (22.87ft), Average Daily Traffic: 21,100 (year 2018), Truck Traffic: 1%, Average Future Daily Traffic: 22,000 (year 2037), Design Load: HS 20+Mod, Features Intersected: OTAY LAKES ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.040, Lanes on structure: 3, Lanes under structure: 7, Base Highway Network: Yes (Inventory Route: 1, Subroute: 1), Toll: On toll road, Owner: State Highway Agency, Approaching Roadway Width: 17.1m (56.1ft), Skew: 2 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 2, Length of Maximum Span: 37.0m (121.4ft), Curb-To-Curb Width: 17.1m (56.1ft), Out-to-Out Width: 18.0m (59.1ft)
Condition: Deck: Fair, 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: Equal to present minimum criteria, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2020, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 57 1187L, Location: 11-SD-125-4.04 (Lat: 32.645742, Lng: -116.970975), Route carried "on" structure: State highway 125, Year Built: 2007, Status: Open, Structure Length: 6.97m (22.87ft), Average Daily Traffic: 21,100 (year 2018), Truck Traffic: 1%, Average Future Daily Traffic: 22,000 (year 2037), Design Load: HS 20+Mod, Features Intersected: OTAY LAKES ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.040, Lanes on structure: 3, Lanes under structure: 7, Base Highway Network: Yes (Inventory Route: 1, Subroute: 1), Toll: On toll road, Owner: State Highway Agency, Approaching Roadway Width: 17.1m (56.1ft), Skew: 2 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 2, Length of Maximum Span: 37.0m (121.4ft), Curb-To-Curb Width: 17.1m (56.1ft), Out-to-Out Width: 18.0m (59.1ft)
Condition: Deck: Fair, 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: Equal to present minimum criteria, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2020, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 57 1187R, Location: 11-SD-125-4.04 (Lat: 32.645975, Lng: -116.970400), Route carried "on" structure: State highway 125, Year Built: 2007, Status: Open, Structure Length: 6.97m (22.87ft), Average Daily Traffic: 21,100 (year 2018), Truck Traffic: 1%, Average Future Daily Traffic: 22,000 (year 2037), Design Load: HS 20+Mod, Features Intersected: OTAY LAKES ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.040, Lanes on structure: 3, Lanes under structure: 7, Base Highway Network: Yes (Inventory Route: 1, Subroute: 1), Toll: On toll road, Owner: State Highway Agency, Approaching Roadway Width: 18.0m (59.1ft), Skew: 2 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 2, Length of Maximum Span: 37.0m (121.4ft), Curb-To-Curb Width: 18.0m (59.1ft), Out-to-Out Width: 18.9m (62.0ft)
Condition: Deck: Fair, 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: Better than present minimum criteria, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2020, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 57 1187R, Location: 11-SD-125-4.04 (Lat: 32.645975, Lng: -116.970400), Route carried "on" structure: State highway 125, Year Built: 2007, Status: Open, Structure Length: 6.97m (22.87ft), Average Daily Traffic: 21,100 (year 2018), Truck Traffic: 1%, Average Future Daily Traffic: 22,000 (year 2037), Design Load: HS 20+Mod, Features Intersected: OTAY LAKES ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.040, Lanes on structure: 3, Lanes under structure: 7, Base Highway Network: Yes (Inventory Route: 1, Subroute: 1), Toll: On toll road, Owner: State Highway Agency, Approaching Roadway Width: 18.0m (59.1ft), Skew: 2 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 2, Length of Maximum Span: 37.0m (121.4ft), Curb-To-Curb Width: 18.0m (59.1ft), Out-to-Out Width: 18.9m (62.0ft)
Condition: Deck: Fair, 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: Better than present minimum criteria, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2020, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 57 1188L, Location: 11-SD-125-5.08 (Lat: 32.659350, Lng: -116.976550), Route carried "on" structure: State highway 125, Year Built: 2007, Status: Open, Structure Length: 6.04m (19.82ft), Average Daily Traffic: 34,000 (year 2018), Average Future Daily Traffic: 35,000 (year 2037), Design Load: HS 20+Mod, Features Intersected: EAST H STREET
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 5.080, Lanes on structure: 4, Lanes under structure: 6, Base Highway Network: Yes, Toll: On toll road, Owner: State Highway Agency, Approaching Roadway Width: 23.4m (76.8ft), Material/Design: Prestressed concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 2, Length of Maximum Span: 31.5m (103.3ft), Curb-To-Curb Width: 23.4m (76.8ft), Out-to-Out Width: 24.3m (79.7ft)
Condition: Deck: Fair, Superstructure: Good, Substructure: Good, Operating Rating: 54.1 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2020, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 57 1188L, Location: 11-SD-125-5.08 (Lat: 32.659350, Lng: -116.976550), Route carried "on" structure: State highway 125, Year Built: 2007, Status: Open, Structure Length: 6.04m (19.82ft), Average Daily Traffic: 34,000 (year 2018), Average Future Daily Traffic: 35,000 (year 2037), Design Load: HS 20+Mod, Features Intersected: EAST H STREET
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 5.080, Lanes on structure: 4, Lanes under structure: 6, Base Highway Network: Yes, Toll: On toll road, Owner: State Highway Agency, Approaching Roadway Width: 23.4m (76.8ft), Material/Design: Prestressed concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 2, Length of Maximum Span: 31.5m (103.3ft), Curb-To-Curb Width: 23.4m (76.8ft), Out-to-Out Width: 24.3m (79.7ft)
Condition: Deck: Fair, Superstructure: Good, Substructure: Good, Operating Rating: 54.1 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2020, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 57 1188R, Location: 11-SD-125-5.08 (Lat: 32.659731, Lng: -116.976117), Route carried "on" structure: State highway 125, Year Built: 2007, Status: Open, Structure Length: 6.04m (19.82ft), Average Daily Traffic: 34,000 (year 2018), Truck Traffic: 1%, Average Future Daily Traffic: 35,000 (year 2037), Design Load: HS 20+Mod, Features Intersected: EAST H STREET
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 5.080, Lanes on structure: 3, Lanes under structure: 6, Base Highway Network: Yes, Toll: On toll road, Owner: State Highway Agency, Approaching Roadway Width: 23.8m (78.1ft), Material/Design: Prestressed concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 2, Length of Maximum Span: 31.5m (103.3ft), Curb-To-Curb Width: 23.8m (78.1ft), Out-to-Out Width: 24.7m (81.0ft)
Condition: Deck: Fair, Superstructure: Good, Substructure: Good, Operating Rating: 54.1 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2020, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 57 1188R, Location: 11-SD-125-5.08 (Lat: 32.659731, Lng: -116.976117), Route carried "on" structure: State highway 125, Year Built: 2007, Status: Open, Structure Length: 6.04m (19.82ft), Average Daily Traffic: 34,000 (year 2018), Truck Traffic: 1%, Average Future Daily Traffic: 35,000 (year 2037), Design Load: HS 20+Mod, Features Intersected: EAST H STREET
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 5.080, Lanes on structure: 3, Lanes under structure: 6, Base Highway Network: Yes, Toll: On toll road, Owner: State Highway Agency, Approaching Roadway Width: 23.8m (78.1ft), Material/Design: Prestressed concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 2, Length of Maximum Span: 31.5m (103.3ft), Curb-To-Curb Width: 23.8m (78.1ft), Out-to-Out Width: 24.7m (81.0ft)
Condition: Deck: Fair, Superstructure: Good, Substructure: Good, Operating Rating: 54.1 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2020, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 57 1189, Location: 11-SD-125-4.53 (Lat: 32.652625, Lng: -116.972092), Route carried "on" structure: City street , Year Built: 2007, Status: Open, Structure Length: 7.93m (26.02ft), Average Daily Traffic: 23,900 (year 2015), Truck Traffic: 1%, Average Future Daily Traffic: 25,000 (year 2037), Design Load: HS 20+Mod, Features Intersected: ROUTE 125, Facility Carried by Structure: EASTLAKE PARKWAY
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 5, Owner: State Highway Agency, Approaching Roadway Width: 12.6m (41.3ft), Skew: 20 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 2, Length of Maximum Span: 42.2m (138.5ft), Curb or Sidewalk Widths: Left: 1.7m (5.6ft), Right: 2.6m (8.5ft), Curb-To-Curb Width: 12.6m (41.3ft), Out-to-Out Width: 20.5m (67.3ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Good, Operating Rating: 54.1 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Somewhat better than minimum adequacy, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2020, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 57 1189, Location: 11-SD-125-4.53 (Lat: 32.652625, Lng: -116.972092), Route carried "on" structure: City street , Year Built: 2007, Status: Open, Structure Length: 7.93m (26.02ft), Average Daily Traffic: 23,900 (year 2015), Truck Traffic: 1%, Average Future Daily Traffic: 25,000 (year 2037), Design Load: HS 20+Mod, Features Intersected: ROUTE 125, Facility Carried by Structure: EASTLAKE PARKWAY
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 5, Owner: State Highway Agency, Approaching Roadway Width: 12.6m (41.3ft), Skew: 20 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 2, Length of Maximum Span: 42.2m (138.5ft), Curb or Sidewalk Widths: Left: 1.7m (5.6ft), Right: 2.6m (8.5ft), Curb-To-Curb Width: 12.6m (41.3ft), Out-to-Out Width: 20.5m (67.3ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Good, Operating Rating: 54.1 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Somewhat better than minimum adequacy, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2020, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 57 119, Location: 11-SD-125-6.05 (Lat: 32.670625, Lng: -116.985317), Route carried "on" structure: City street , Year Built: 2007, Status: Open, Structure Length: 7.75m (25.43ft), Average Daily Traffic: 11,300 (year 2015), Truck Traffic: 1%, Average Future Daily Traffic: 12,000 (year 2037), Design Load: HS 20+Mod, Features Intersected: ROUTE 125, Facility Carried by Structure: SAN MIGUEL RNCH RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 5, Lanes under structure: 5, Owner: State Highway Agency, Approaching Roadway Width: 25.5m (83.7ft), Skew: 9 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 2, Length of Maximum Span: 39.1m (128.3ft), Curb or Sidewalk Widths: Left: 5.2m (17.1ft), Right: 1.7m (5.6ft), Curb-To-Curb Width: 25.2m (82.7ft), Out-to-Out Width: 32.7m (107.3ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 54.1 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2020, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 57 119, Location: 11-SD-125-6.05 (Lat: 32.670625, Lng: -116.985317), Route carried "on" structure: City street , Year Built: 2007, Status: Open, Structure Length: 7.75m (25.43ft), Average Daily Traffic: 11,300 (year 2015), Truck Traffic: 1%, Average Future Daily Traffic: 12,000 (year 2037), Design Load: HS 20+Mod, Features Intersected: ROUTE 125, Facility Carried by Structure: SAN MIGUEL RNCH RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 5, Lanes under structure: 5, Owner: State Highway Agency, Approaching Roadway Width: 25.5m (83.7ft), Skew: 9 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 2, Length of Maximum Span: 39.1m (128.3ft), Curb or Sidewalk Widths: Left: 5.2m (17.1ft), Right: 1.7m (5.6ft), Curb-To-Curb Width: 25.2m (82.7ft), Out-to-Out Width: 32.7m (107.3ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 54.1 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2020, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 57 1192L, Location: 11-SD-125-2.29-CHV (Lat: 32.620286, Lng: -116.971506), Route carried "on" structure: State highway 125, Year Built: 2007, Status: Open, Structure Length: 6.56m (21.52ft), Average Daily Traffic: 15,300 (year 2018), Truck Traffic: 1%, Average Future Daily Traffic: 16,000 (year 2037), Design Load: HS 20+Mod, Features Intersected: BIRCH ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.290, Lanes on structure: 3, Lanes under structure: 7, Base Highway Network: Yes (Inventory Route: 1, Subroute: 1), Toll: On toll road, Owner: State Highway Agency, Approaching Roadway Width: 16.7m (54.8ft), Skew: 9 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 2, Length of Maximum Span: 35.0m (114.8ft), Curb-To-Curb Width: 16.7m (54.8ft), Out-to-Out Width: 17.6m (57.7ft)
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: Equal to present minimum criteria, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2020, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 57 1192L, Location: 11-SD-125-2.29-CHV (Lat: 32.620286, Lng: -116.971506), Route carried "on" structure: State highway 125, Year Built: 2007, Status: Open, Structure Length: 6.56m (21.52ft), Average Daily Traffic: 15,300 (year 2018), Truck Traffic: 1%, Average Future Daily Traffic: 16,000 (year 2037), Design Load: HS 20+Mod, Features Intersected: BIRCH ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.290, Lanes on structure: 3, Lanes under structure: 7, Base Highway Network: Yes (Inventory Route: 1, Subroute: 1), Toll: On toll road, Owner: State Highway Agency, Approaching Roadway Width: 16.7m (54.8ft), Skew: 9 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 2, Length of Maximum Span: 35.0m (114.8ft), Curb-To-Curb Width: 16.7m (54.8ft), Out-to-Out Width: 17.6m (57.7ft)
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: Equal to present minimum criteria, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2020, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 57 1192R, Location: 11-SD-125-2.29-CHV (Lat: 32.620392, Lng: -116.971044), Route carried "on" structure: State highway 125, Year Built: 2007, Status: Open, Structure Length: 6.56m (21.52ft), Average Daily Traffic: 15,300 (year 2018), Truck Traffic: 1%, Average Future Daily Traffic: 16,000 (year 2037), Design Load: HS 20+Mod, Features Intersected: BIRCH ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.290, Lanes on structure: 3, Lanes under structure: 7, Base Highway Network: Yes (Inventory Route: 1, Subroute: 1), Toll: On toll road, Owner: State Highway Agency, Approaching Roadway Width: 16.7m (54.8ft), Skew: 9 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 2, Length of Maximum Span: 35.0m (114.8ft), Curb-To-Curb Width: 16.7m (54.8ft), Out-to-Out Width: 17.6m (57.7ft)
Condition: Deck: Fair, 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: Equal to present minimum criteria, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2020, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 57 1192R, Location: 11-SD-125-2.29-CHV (Lat: 32.620392, Lng: -116.971044), Route carried "on" structure: State highway 125, Year Built: 2007, Status: Open, Structure Length: 6.56m (21.52ft), Average Daily Traffic: 15,300 (year 2018), Truck Traffic: 1%, Average Future Daily Traffic: 16,000 (year 2037), Design Load: HS 20+Mod, Features Intersected: BIRCH ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.290, Lanes on structure: 3, Lanes under structure: 7, Base Highway Network: Yes (Inventory Route: 1, Subroute: 1), Toll: On toll road, Owner: State Highway Agency, Approaching Roadway Width: 16.7m (54.8ft), Skew: 9 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 2, Length of Maximum Span: 35.0m (114.8ft), Curb-To-Curb Width: 16.7m (54.8ft), Out-to-Out Width: 17.6m (57.7ft)
Condition: Deck: Fair, 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: Equal to present minimum criteria, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2020, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 57 1193L, Location: 11-SD-125-3.06 (Lat: 32.631661, Lng: -116.971550), Route carried "on" structure: State highway 125, Year Built: 2007, Status: Open, Structure Length: 6.91m (22.67ft), Average Daily Traffic: 21,100 (year 2018), Truck Traffic: 1%, Average Future Daily Traffic: 22,000 (year 2037), Design Load: HS 20+Mod, Features Intersected: OLYMPIC PARKWAY
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.060, Lanes on structure: 3, Lanes under structure: 7, Base Highway Network: Yes (Inventory Route: 1, Subroute: 1), Toll: On toll road, Owner: State Highway Agency, Approaching Roadway Width: 16.0m (52.5ft), Skew: 2 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 2, Length of Maximum Span: 37.6m (123.4ft), Curb-To-Curb Width: 16.0m (52.5ft), Out-to-Out Width: 16.9m (55.4ft)
Condition: Deck: Fair, 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: Equal to present minimum criteria, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2020, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 57 1193L, Location: 11-SD-125-3.06 (Lat: 32.631661, Lng: -116.971550), Route carried "on" structure: State highway 125, Year Built: 2007, Status: Open, Structure Length: 6.91m (22.67ft), Average Daily Traffic: 21,100 (year 2018), Truck Traffic: 1%, Average Future Daily Traffic: 22,000 (year 2037), Design Load: HS 20+Mod, Features Intersected: OLYMPIC PARKWAY
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.060, Lanes on structure: 3, Lanes under structure: 7, Base Highway Network: Yes (Inventory Route: 1, Subroute: 1), Toll: On toll road, Owner: State Highway Agency, Approaching Roadway Width: 16.0m (52.5ft), Skew: 2 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 2, Length of Maximum Span: 37.6m (123.4ft), Curb-To-Curb Width: 16.0m (52.5ft), Out-to-Out Width: 16.9m (55.4ft)
Condition: Deck: Fair, 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: Equal to present minimum criteria, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2020, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 57 1193R, Location: 11-SD-125-3.06 (Lat: 32.631464, Lng: -116.971011), Route carried "on" structure: State highway 125, Year Built: 2007, Status: Open, Structure Length: 6.91m (22.67ft), Average Daily Traffic: 21,100 (year 2018), Truck Traffic: 1%, Average Future Daily Traffic: 22,000 (year 2037), Design Load: HS 20+Mod, Features Intersected: OLYMPIC PARKWAY
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.060, Lanes on structure: 3, Lanes under structure: 7, Base Highway Network: Yes (Inventory Route: 1, Subroute: 1), Toll: On toll road, Owner: State Highway Agency, Approaching Roadway Width: 16.4m (53.8ft), Skew: 2 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 2, Length of Maximum Span: 37.6m (123.4ft), Curb-To-Curb Width: 16.4m (53.8ft), Out-to-Out Width: 17.3m (56.8ft)
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: Equal to present minimum criteria, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2020, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 57 1193R, Location: 11-SD-125-3.06 (Lat: 32.631464, Lng: -116.971011), Route carried "on" structure: State highway 125, Year Built: 2007, Status: Open, Structure Length: 6.91m (22.67ft), Average Daily Traffic: 21,100 (year 2018), Truck Traffic: 1%, Average Future Daily Traffic: 22,000 (year 2037), Design Load: HS 20+Mod, Features Intersected: OLYMPIC PARKWAY
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.060, Lanes on structure: 3, Lanes under structure: 7, Base Highway Network: Yes (Inventory Route: 1, Subroute: 1), Toll: On toll road, Owner: State Highway Agency, Approaching Roadway Width: 16.4m (53.8ft), Skew: 2 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 2, Length of Maximum Span: 37.6m (123.4ft), Curb-To-Curb Width: 16.4m (53.8ft), Out-to-Out Width: 17.3m (56.8ft)
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: Equal to present minimum criteria, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2020, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 57 1194L, Location: 11-SD-125-5.66 (Lat: 32.665144, Lng: -116.983631), Route carried "on" structure: State highway 125, Year Built: 2007, Status: Open, Structure Length: 6.91m (22.67ft), Average Daily Traffic: 21,100 (year 2018), Truck Traffic: 1%, Average Future Daily Traffic: 22,000 (year 2037), Design Load: HS 20+Mod, Features Intersected: PROCTOR VALLEY ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 5.660, Lanes on structure: 3, Lanes under structure: 2, Base Highway Network: Yes, Toll: On toll road, Owner: State Highway Agency, Approaching Roadway Width: 20.4m (66.9ft), Skew: 1 degrees, Material/Design: Concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 3, Length of Maximum Span: 26.6m (87.3ft), Curb-To-Curb Width: 20.4m (66.9ft), Out-to-Out Width: 21.3m (69.9ft)
Condition: Deck: Fair, Superstructure: Good, Substructure: Good, Operating Rating: 54.1 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2020, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 57 1194L, Location: 11-SD-125-5.66 (Lat: 32.665144, Lng: -116.983631), Route carried "on" structure: State highway 125, Year Built: 2007, Status: Open, Structure Length: 6.91m (22.67ft), Average Daily Traffic: 21,100 (year 2018), Truck Traffic: 1%, Average Future Daily Traffic: 22,000 (year 2037), Design Load: HS 20+Mod, Features Intersected: PROCTOR VALLEY ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 5.660, Lanes on structure: 3, Lanes under structure: 2, Base Highway Network: Yes, Toll: On toll road, Owner: State Highway Agency, Approaching Roadway Width: 20.4m (66.9ft), Skew: 1 degrees, Material/Design: Concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 3, Length of Maximum Span: 26.6m (87.3ft), Curb-To-Curb Width: 20.4m (66.9ft), Out-to-Out Width: 21.3m (69.9ft)
Condition: Deck: Fair, Superstructure: Good, Substructure: Good, Operating Rating: 54.1 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2020, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 57 1194R, Location: 11-SD-125-5.66 (Lat: 32.665275, Lng: -116.983222), Route carried "on" structure: State highway 125, Year Built: 2007, Status: Open, Structure Length: 6.91m (22.67ft), Average Daily Traffic: 21,100 (year 2018), Truck Traffic: 1%, Average Future Daily Traffic: 22,000 (year 2037), Design Load: HS 20+Mod, Features Intersected: PROCTOR VALLEY ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 5.660, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Toll: On toll road, Owner: State Highway Agency, Approaching Roadway Width: 11.7m (38.4ft), Skew: 1 degrees, Material/Design: Concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 3, Length of Maximum Span: 26.6m (87.3ft), Curb-To-Curb Width: 11.7m (38.4ft), Out-to-Out Width: 12.6m (41.3ft)
Condition: Deck: Fair, 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: Equal to present minimum criteria, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2020, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 57 1194R, Location: 11-SD-125-5.66 (Lat: 32.665275, Lng: -116.983222), Route carried "on" structure: State highway 125, Year Built: 2007, Status: Open, Structure Length: 6.91m (22.67ft), Average Daily Traffic: 21,100 (year 2018), Truck Traffic: 1%, Average Future Daily Traffic: 22,000 (year 2037), Design Load: HS 20+Mod, Features Intersected: PROCTOR VALLEY ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 5.660, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Toll: On toll road, Owner: State Highway Agency, Approaching Roadway Width: 11.7m (38.4ft), Skew: 1 degrees, Material/Design: Concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 3, Length of Maximum Span: 26.6m (87.3ft), Curb-To-Curb Width: 11.7m (38.4ft), Out-to-Out Width: 12.6m (41.3ft)
Condition: Deck: Fair, 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: Equal to present minimum criteria, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2020, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 57 1195L, Location: 11-SD-125-1.90 (Lat: 32.614747, Lng: -116.971014), Route carried "on" structure: State highway 125, Year Built: 2007, Status: Open, Structure Length: 3.47m (11.38ft), Average Daily Traffic: 5,550 (year 2018), Truck Traffic: 1%, Average Future Daily Traffic: 7,559 (year 2038), Design Load: HS 20+Mod, Features Intersected: BOB PLETCHER WAY
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.900, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes (Inventory Route: 1, Subroute: 1), Toll: On toll road, Owner: State Highway Agency, Approaching Roadway Width: 11.1m (36.4ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 34.7m (113.8ft), Curb-To-Curb Width: 11.1m (36.4ft), Out-to-Out Width: 12.0m (39.4ft)
Condition: Deck: Fair, 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: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2020, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 57 1195L, Location: 11-SD-125-1.90 (Lat: 32.614747, Lng: -116.971014), Route carried "on" structure: State highway 125, Year Built: 2007, Status: Open, Structure Length: 3.47m (11.38ft), Average Daily Traffic: 5,550 (year 2018), Truck Traffic: 1%, Average Future Daily Traffic: 7,559 (year 2038), Design Load: HS 20+Mod, Features Intersected: BOB PLETCHER WAY
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.900, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes (Inventory Route: 1, Subroute: 1), Toll: On toll road, Owner: State Highway Agency, Approaching Roadway Width: 11.1m (36.4ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 34.7m (113.8ft), Curb-To-Curb Width: 11.1m (36.4ft), Out-to-Out Width: 12.0m (39.4ft)
Condition: Deck: Fair, 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: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2020, Deck Structure Type: Concrete Cast-file-Place