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Bridge Statistics for Chula Vista, California (CA)
Condition, Traffic, Stress, Structural Evaluation, Project Costs


  • National Bridge Inventory (NBI) Statistics
  • 113Number of bridges
  • 1,430ft / 436mTotal length
  • $4,130,000Total costs
  • 4,160,110Total average daily traffic
  • 165,836Total average daily truck traffic
  • 2,515,097Total future (year 2034) average daily traffic
  • National Bridge Inventory (NBI) Registered Bridges for Chula Vista
  • No street view available for this location

New bridges in Chula Vista, CA - historical statistics
  • New bridges - historical statistics
  • 11940-1949
  • 31960-1969
  • 501970-1979
  • 71980-1989
  • 161990-1999
  • 302000-2009
  • 62010-2018
Reconstructed bridges in Chula Vista, CA - Historical Statistics
  • Reconstructed bridges - Historical Statistics
  • 11970-1979
  • 01980-1989
  • 11990-1999
  • 42000-2009
Average Bridge Daily Traffic in Chula Vista, CA
Average Bridge Truck Traffic in Chula Vista, CA
Bridge Condition - Deck
  • Bridge Condition - Deck
  • 4.2%Very good
  • 60.4%Good
  • 2.1%Satisfactory
  • 31.3%Fair
  • 2.1%Poor
Bridge Condition - Superstructure
  • Bridge Condition - Superstructure
  • 8.3%Very good
  • 83.3%Good
  • 8.3%Fair
Bridge Condition - Substructure
  • Bridge Condition - Substructure
  • 6.3%Very good
  • 89.6%Good
  • 4.2%Fair
Bridge Condition - Channel
  • Bridge Condition - Channel
  • 56.1%Excellent
  • 29.3%Very good
  • 2.4%Good
  • 9.8%Satisfactory
  • 2.4%Fair
Bridge Condition - Culverts
  • Bridge Condition - Culverts
  • 14.3%Very good
  • 60.7%Good
  • 25.0%Satisfactory
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Structure Number: 57 025,  Location: 11-SD-005-8.56-CHV (Lat: 32.639294,  Lng: -117.100333),  Route carried "under" structure: Interstate 5,  Year Built: 1973,  Structure Length: 0. m,  Average Daily Traffic: 163,000 (year 2009),  Features Intersected: INTERSTATE 5,  Facility Carried by Structure: E STREET
Minimum Vertical Clearance: 4.57m (14.99ft),  Kilometerpoint: 0.856,  Lanes on structure: 6,  Lanes under structure: 10,  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 37.5m (123.0ft)

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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 2010),  Truck Traffic: 1%,  Average Future Daily Traffic: 29,057 (year 2035),  Design Load: HS 20,  Features Intersected: INTERSTATE 5,  Facility Carried by Structure: H STREET
Minimum Vertical Clearance: 9.99m (32.78ft),  Kilometerpoint: 0.000,  Lanes on structure: 8,  Lanes under structure: 8,  Owner: State Highway Agency,  Approaching Roadway Width: 305.0m (1,000.7ft),  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: 2.8m (9.2ft),  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: Very good,  Superstructure: Very good,  Substructure: Very good,  Operating Rating: 54.1 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: Equal to present desirable 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 48 months,  Inspection Date: June 2015,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 57 0256,  Location: 11-SD-005-7.81-CHV (Lat: 32.628958,  Lng: -117.096106),  Route carried "under" structure: Interstate 5,  Year Built: 1973,  Structure Length: 0. m,  Average Daily Traffic: 159,000 (year 2009),  Features Intersected: INTERSTATE 5,  Facility Carried by Structure: H STREET
Minimum Vertical Clearance: 4.93m (16.17ft),  Kilometerpoint: 0.781,  Lanes on structure: 8,  Lanes under structure: 8,  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 2.8m (9.2ft)

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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 2010),  Truck Traffic: 2%,  Average Future Daily Traffic: 36,547 (year 2035),  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: 165.0m (541.3ft),  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: Fair,  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,  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2017,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 57 0354,  Location: 11-SD-005-6.06-CHV (Lat: 32.604317,  Lng: -117.090289),  Route carried "under" structure: Interstate 5,  Year Built: 1973,  Structure Length: 0. m,  Average Daily Traffic: 145,000 (year 2009),  Features Intersected: INTERSTATE 5,  Facility Carried by Structure: PALOMAR STREET
Minimum Vertical Clearance: 5.11m (16.77ft),  Kilometerpoint: 0.606,  Lanes on structure: 4,  Lanes under structure: 8,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 34.1m (111.9ft)

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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: 74,500 (year 2009),  Truck Traffic: 7%,  Average Future Daily Traffic: 109,000 (year 2034),  Design Load: HS 20,  Features Intersected: MAIN STREET
Minimum Vertical Clearance: 0.30m (0.98ft),  Kilometerpoint: 0.365,  Lanes on structure: 4,  Lanes under structure: 7,  Base Highway Network: Yes (Inventory Route: 8,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 201.0m (659.4ft),  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: 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: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2016,  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 "under" structure: City street S127,  Year Built: 1971,  Structure Length: 0. m,  Average Daily Traffic: 28,900 (year 2006),  Truck Traffic: 25%,  Features Intersected: MAIN STREET,  Facility Carried by Structure: INTERSTATE 805 SB
Minimum Vertical Clearance: 4.98m (16.34ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Lanes under structure: 7,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 41.8m (137.1ft)

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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: 74,500 (year 2009),  Truck Traffic: 7%,  Average Future Daily Traffic: 109,000 (year 2034),  Design Load: HS 20,  Features Intersected: MAIN STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.365,  Lanes on structure: 4,  Lanes under structure: 7,  Base Highway Network: Yes (Inventory Route: 8,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 201.0m (659.4ft),  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: Meets minimum limits,  Approach Roadway Alignment: Superior to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2016,  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: 11,000 (year 2006),  Truck Traffic: 1%,  Average Future Daily Traffic: 18,547 (year 2034),  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: 294.0m (964.6ft),  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: 3.3m (10.8ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 54.1 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: Meets minimum limits,  Approach Roadway Alignment: Superior to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2016,  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 "under" structure: Interstate 805,  Year Built: 1971,  Structure Length: 0. m,  Average Daily Traffic: 149,000 (year 2009),  Truck Traffic: 6%,  Features Intersected: INTERSTATE 805,  Facility Carried by Structure: ORANGE AVENUE
Minimum Vertical Clearance: 5.64m (18.50ft),  Kilometerpoint: 0.441,  Lanes on structure: 7,  Lanes under structure: 8,  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 39.9m (130.9ft)

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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: 155,000 (year 2009),  Truck Traffic: 7%,  Average Future Daily Traffic: 219,000 (year 2034),  Design Load: HS 20,  Features Intersected: NAPLES STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.554,  Lanes on structure: 10,  Lanes under structure: 2,  Base Highway Network: Yes (Inventory Route: 8,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 224.0m (734.9ft),  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: 5.0m (16.4ft)

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: August 2016,  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 "under" structure: City street S445,  Year Built: 1971,  Structure Length: 0. m,  Average Daily Traffic: 7,760 (year 2006),  Truck Traffic: 2%,  Features Intersected: NAPLES STREET,  Facility Carried by Structure: INTERSTATE 805
Minimum Vertical Clearance: 5.18m (16.99ft),  Kilometerpoint: 0.000,  Lanes on structure: 10,  Lanes under structure: 2,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 38.1m (125.0ft)

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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: 199,000 (year 2009),  Truck Traffic: 7%,  Average Future Daily Traffic: 253,000 (year 2034),  Design Load: HS 20,  Features Intersected: TELEGRAPH CANYON ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.606,  Lanes on structure: 9,  Lanes under structure: 7,  Base Highway Network: Yes (Inventory Route: 8,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 244.0m (800.5ft),  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: 5.0m (16.4ft)

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: 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: August 2016,  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 "under" structure: City street S189,  Year Built: 1971,  Structure Length: 0. m,  Average Daily Traffic: 40,900 (year 2006),  Truck Traffic: 6%,  Features Intersected: TELEGRAPH CANYON ROAD,  Facility Carried by Structure: INTERSTATE 805
Minimum Vertical Clearance: 7.62m (25.00ft),  Kilometerpoint: 0.000,  Lanes on structure: 9,  Lanes under structure: 7,  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 41.5m (136.2ft)

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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 2006),  Truck Traffic: 4%,  Average Future Daily Traffic: 16,487 (year 2034),  Design Load: HS 20,  Features Intersected: TELEGRAPH CANYON ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.606,  Lanes on structure: 2,  Lanes under structure: 8,  Base Highway Network: Yes (Inventory Route: 8,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 73.0m (239.5ft),  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: Good,  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: 3.6 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: High priority of replacement,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 49.40m (162.07ft),  Designated Inspection Frequency: Every 48 months,  Inspection Date: August 2016,  Bridge Improvement Cost: $391,000,  Roadway Improvement Cost: $78,000,  Total Project Cost: $656,000 ( Estimate for 2017),  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 "under" structure: City street S189,  Year Built: 1971,  Structure Length: 0. m,  Average Daily Traffic: 40,900 (year 2006),  Truck Traffic: 6%,  Features Intersected: TELEGRAPH CANYON ROAD,  Facility Carried by Structure: S805-TELEGRAPH CYN
Minimum Vertical Clearance: 5.15m (16.90ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 8,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 25.6m (84.0ft)

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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 2006),  Truck Traffic: 1%,  Average Future Daily Traffic: 15,455 (year 2034),  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: 122.0m (400.3ft),  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: August 2016,  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 "under" structure: Interstate 805,  Year Built: 1971,  Structure Length: 0. m,  Average Daily Traffic: 199,000 (year 2009),  Truck Traffic: 7%,  Features Intersected: INTERSTATE 805,  Facility Carried by Structure: J STREET
Minimum Vertical Clearance: 0.10m (0.33ft),  Kilometerpoint: 0.065,  Lanes on structure: 2,  Lanes under structure: 12,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 42.7m (140.1ft)

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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: 220,000 (year 2009),  Average Future Daily Traffic: 292,000 (year 2034),  Design Load: HS 20,  Features Intersected: BONITA ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.776,  Lanes on structure: 12,  Lanes under structure: 6,  Base Highway Network: Yes (Inventory Route: 8,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 313.0m (1,026.9ft),  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: 6.0m (19.7ft)

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: 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: August 2016,  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 "under" structure: City street S190,  Year Built: 1975,  Structure Length: 0. m,  Average Daily Traffic: 46,200 (year 2006),  Truck Traffic: 4%,  Features Intersected: BONITA ROAD,  Facility Carried by Structure: INTERSTATE 805
Minimum Vertical Clearance: 4.55m (14.93ft),  Kilometerpoint: 0.000,  Lanes on structure: 12,  Lanes under structure: 6,  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 48.9m (160.4ft)

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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 2010),  Truck Traffic: 5%,  Average Future Daily Traffic: 26,018 (year 2036),  Design Load: HS 20,  Features Intersected: SWEETWATER RIVER
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.865,  Lanes on structure: 2,  Base Highway Network: Yes (Inventory Route: 8,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 122.0m (400.3ft),  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: Very good,  Superstructure: Very good,  Substructure: Very good,  Channel: Very good,  Operating Rating: 99.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 55.3 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present desirable criteria,  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 48 months,  Inspection Date: September 2014,  Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 57 0638L,  Location: 11-SD-805-8.66 (Lat: 32.656642,  Lng: -117.073181),  Route carried "on" structure: Interstate 805,  Year Built: 1975,  Status: Open,  Structure Length: 15.48m (50.79ft),  Average Daily Traffic: 118,500 (year 2009),  Truck Traffic: 6%,  Average Future Daily Traffic: 154,500 (year 2034),  Design Load: HS 20,  Features Intersected: SWEETWATER RIVER
Minimum Vertical Clearance: 5.33m (17.49ft),  Kilometerpoint: 0.866,  Lanes on structure: 5,  Base Highway Network: Yes (Inventory Route: 8,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 207.0m (679.1ft),  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: Good,  Superstructure: Good,  Substructure: Good,  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: Better than present minimum criteria,  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: September 2016,  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 2009),  Truck Traffic: 6%,  Average Future Daily Traffic: 154,500 (year 2034),  Design Load: HS 20,  Features Intersected: SWEETWATER RIVER
Minimum Vertical Clearance: 5.38m (17.65ft),  Kilometerpoint: 0.866,  Lanes on structure: 6,  Base Highway Network: Yes (Inventory Route: 8,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 347.0m (1,138.5ft),  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: Good,  Superstructure: Good,  Substructure: Good,  Channel: Very good,  Operating Rating: 74.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 4.5 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: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2016,  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 2010),  Truck Traffic: 2%,  Average Future Daily Traffic: 16,157 (year 2035),  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: 91.0m (298.6ft),  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: Good,  Superstructure: Fair,  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: Somewhat better than minimum adequacy,  Deck Geometry: Meets minimum limits,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Meets minimum limits,  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2017,  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 2010),  Truck Traffic: 1%,  Average Future Daily Traffic: 35,000 (year 2035),  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: 207.0m (679.1ft),  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: Fair,  Superstructure: Good,  Substructure: Good,  Operating Rating: 54.1 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: June 2017,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 57 0709,  Location: 11-SD-005-6.81-CHV (Lat: 32.614950,  Lng: -117.091644),  Route carried "under" structure: Interstate 5,  Year Built: 1973,  Structure Length: 0. m,  Average Daily Traffic: 154,000 (year 2009),  Features Intersected: INTERSTATE 5,  Facility Carried by Structure: L STREET
Minimum Vertical Clearance: 0.49m (1.61ft),  Kilometerpoint: 0.681,  Lanes on structure: 5,  Lanes under structure: 10,  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 41.1m (134.8ft)

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Structure Number: 57 071,  Location: 11-SD-005-7.30-CHV (Lat: 32.622133,  Lng: -117.092892),  Route carried "under" structure: City street S186,  Year Built: 1973,  Structure Length: 0. m,  Average Daily Traffic: 13,700 (year 2010),  Truck Traffic: 1%,  Features Intersected: J STREET,  Facility Carried by Structure: INTERSTATE 5
Minimum Vertical Clearance: 4.62m (15.16ft),  Kilometerpoint: 0.000,  Lanes on structure: 9,  Lanes under structure: 6,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 45.7m (149.9ft)

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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: 0.75m (2.46ft),  Average Daily Traffic: 21,900 (year 2010),  Truck Traffic: 2%,  Average Future Daily Traffic: 30,912 (year 2035),  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: 158.0m (518.4ft),  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: 86.8 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: Meets minimum limits,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2017,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 57 0711,  Location: 11-SD-005-8.31-CHV (Lat: 32.635875,  Lng: -117.098972),  Route carried "under" structure: Interstate 5,  Year Built: 1973,  Structure Length: 0. m,  Average Daily Traffic: 163,000 (year 2009),  Features Intersected: INTERSTATE 5,  Facility Carried by Structure: F STREET
Minimum Vertical Clearance: 0.47m (1.54ft),  Kilometerpoint: 0.831,  Lanes on structure: 4,  Lanes under structure: 10,  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 37.5m (123.0ft)

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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 2010),  Truck Traffic: 4%,  Average Future Daily Traffic: 26,280 (year 2035),  Design Load: HS 20,  Features Intersected: RTES 805 & 54,CONS,RIVER
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.193,  Lanes on structure: 2,  Lanes under structure: 17,  Base Highway Network: Yes (,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 122.0m (400.3ft),  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: 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,  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: December 2016,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 57 0747F,  Location: 11-SD-054-1.93-CHV (Lat: 32.655981,  Lng: -117.073008),  Route carried "under" structure: Interstate 805,  Year Built: 1975,  Structure Length: 0. m,  Average Daily Traffic: 240,000 (year 2009),  Truck Traffic: 7%,  Features Intersected: RTES 805 & 54,CONS,RIVER
Minimum Vertical Clearance: 0.51m (1.67ft),  Kilometerpoint: 0.873,  Lanes on structure: 2,  Lanes under structure: 10,  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 59.4m (194.9ft)

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Structure Number: 57 0747F,  Location: 11-SD-054-1.93-CHV (Lat: 32.655981,  Lng: -117.073008),  Route carried "under" structure: State highway 54,  Year Built: 1975,  Structure Length: 0. m,  Average Daily Traffic: 128,000 (year 2009),  Truck Traffic: 1%,  Features Intersected: RTES 805 & 54,CONS,RIVER
Minimum Vertical Clearance: 8.56m (28.08ft),  Kilometerpoint: 0.193,  Lanes on structure: 2,  Lanes under structure: 6,  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 59.4m (194.9ft)

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Structure Number: 57 0747F,  Location: 11-SD-054-1.93-CHV (Lat: 32.655981,  Lng: -117.073008),  Route carried "under" structure: Ramp State highway 54,  Year Built: 1975,  Structure Length: 0. m,  Average Daily Traffic: 115,000 (year 2009),  Truck Traffic: 3%,  Features Intersected: RTES 805 & 54,CONS,RIVER
Minimum Vertical Clearance: 5.49m (18.01ft),  Kilometerpoint: 0.188,  Lanes on structure: 2,  Lanes under structure: 1,  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 59.4m (194.9ft)

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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 2009),  Truck Traffic: 1%,  Average Future Daily Traffic: 63,071 (year 2035),  Design Load: HS 20,  Features Intersected: N 2ND AVE UC (WBND)
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.135,  Lanes on structure: 3,  Lanes under structure: 2,  Base Highway Network: Yes (,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 2.1m (6.9ft),  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: December 2016,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 57 0766L,  Location: 11-SD-054-1.35L-CHV (Lat: 32.659106,  Lng: -117.083447),  Route carried "under" structure: City street ,  Year Built: 1989,  Structure Length: 0. m,  Average Daily Traffic: 6,500 (year 2010),  Truck Traffic: 1%,  Features Intersected: N 2ND AVE UC (WBND),  Facility Carried by Structure: STATE ROUTE 54
Minimum Vertical Clearance: 4.83m (15.85ft),  Kilometerpoint: 0.000,  Lanes on structure: 3,  Lanes under structure: 2,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 31.1m (102.0ft)

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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 2009),  Truck Traffic: 1%,  Average Future Daily Traffic: 76,513 (year 2035),  Design Load: HS 20,  Features Intersected: SWEETWATER RIVER
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.141,  Lanes on structure: 5,  Lanes under structure: 2,  Base Highway Network: Yes (,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 201.0m (659.4ft),  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: 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: Equal to present minimum 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: December 2016,  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 "under" structure: City street ,  Year Built: 1990,  Structure Length: 0. m,  Average Daily Traffic: 6,500 (year 2010),  Truck Traffic: 1%,  Features Intersected: SWEETWATER RIVER,  Facility Carried by Structure: STATE ROUTE 54
Minimum Vertical Clearance: 5.31m (17.42ft),  Kilometerpoint: 0.000,  Lanes on structure: 5,  Lanes under structure: 2,  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 42.4m (139.1ft)

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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: 1.18m (3.87ft),  Average Daily Traffic: 7,500 (year 2008),  Truck Traffic: 8%,  Average Future Daily Traffic: 14,426 (year 2035),  Design Load: HS 20,  Features Intersected: N5-E54 CONNECTOR RAMP
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.899,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes (,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 1.1m (3.6ft),  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: 1.1m (3.6ft),  Out-to-Out Width: 1.2m (3.9ft)

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: 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: June 2017,  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 "under" structure: Ramp Interstate 5,  Year Built: 1992,  Structure Length: 0. m,  Average Daily Traffic: 4,000 (year 2010),  Truck Traffic: 1%,  Features Intersected: N5-E54 CONNECTOR RAMP
Minimum Vertical Clearance: 5.23m (17.16ft),  Kilometerpoint: 0.899,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 46.9m (153.9ft)

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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 2008),  Truck Traffic: 8%,  Average Future Daily Traffic: 12,000 (year 2035),  Design Load: HS 20,  Features Intersected: W54-S5 CONNECTOR RAMP
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.009,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes (,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 1.1m (3.6ft),  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: 1.1m (3.6ft),  Out-to-Out Width: 1.2m (3.9ft)

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: 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: June 2017,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 57 0792K,  Location: 11-SD-005-9.00 (Lat: 32.645239,  Lng: -117.102514),  Route carried "under" structure: Ramp Interstate 5,  Year Built: 1992,  Structure Length: 0. m,  Average Daily Traffic: 14,000 (year 2010),  Truck Traffic: 8%,  Features Intersected: W54-S5 CONNECTOR RAMP
Minimum Vertical Clearance: 5.18m (16.99ft),  Kilometerpoint: 0.009,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 45.7m (149.9ft)

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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 2006),  Truck Traffic: 5%,  Average Future Daily Traffic: 71,889 (year 2034),  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: 2.8m (9.2ft),  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: 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: 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: August 2016,  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 "under" structure: Interstate 805,  Year Built: 1975,  Structure Length: 0. m,  Average Daily Traffic: 199,000 (year 2009),  Truck Traffic: 7%,  Features Intersected: I 805, ON & OFF-RAMP,  Facility Carried by Structure: H STREET
Minimum Vertical Clearance: 0.05m (0.16ft),  Kilometerpoint: 0.716,  Lanes on structure: 6,  Lanes under structure: 11,  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 53.9m (176.8ft)

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Structure Number: 57 0862,  Location: 11-SD-805-7.16-CHV (Lat: 32.640536,  Lng: -117.055347),  Route carried "under" structure: Ramp State highway 805,  Year Built: 1975,  Structure Length: 0. m,  Average Daily Traffic: 24,600 (year 2006),  Truck Traffic: 1%,  Features Intersected: I 805, ON & OFF-RAMP,  Facility Carried by Structure: H STREET
Minimum Vertical Clearance: 5.13m (16.83ft),  Kilometerpoint: 0.716,  Lanes on structure: 6,  Lanes under structure: 1,  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 53.9m (176.8ft)

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Structure Number: 57 0862,  Location: 11-SD-805-7.16-CHV (Lat: 32.640536,  Lng: -117.055347),  Route carried "under" structure: Ramp State highway 805,  Year Built: 1975,  Structure Length: 0. m,  Average Daily Traffic: 28,300 (year 2006),  Truck Traffic: 1%,  Features Intersected: I 805, ON & OFF-RAMP,  Facility Carried by Structure: H STREET
Minimum Vertical Clearance: 5.41m (17.75ft),  Kilometerpoint: 0.716,  Lanes on structure: 6,  Lanes under structure: 2,  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 53.9m (176.8ft)

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Structure Number: 57 0865M,  Location: 11-SD-805-6.12-CHV (Lat: 32.629328,  Lng: -117.044239),  Route carried "on" structure: Interstate 805,  Year Built: 1971,  Status: Open,  Structure Length: 0.82m (2.69ft),  Average Daily Traffic: 199,000 (year 2009),  Truck Traffic: 7%,  Average Future Daily Traffic: 253,000 (year 2034),  Features Intersected: TELEGRAPH CANYON DRAIN
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.612,  Lanes on structure: 13,  Base Highway Network: Yes (Inventory Route: 8,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 488.0m (1,601.0ft),  Skew: 2 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 2.4m (7.9ft),  Curb-To-Curb Width: 48.8m (160.1ft),  Out-to-Out Width: 48.8m (160.1ft)

Condition: Channel: Very good,  Culverts: Good,  Operating Rating: 54.1 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Superior to present desirable criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: August 2016
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Structure Number: 57 094,  Location: 11-SD-015-M11.46-SD (Lat: 32.854419,  Lng: -117.115322),  Route carried "on" structure: City street ,  Year Built: 1985,  Status: Open,  Structure Length: 12.19m (39.99ft),  Average Daily Traffic: 300 (year 2010),  Truck Traffic: 1%,  Average Future Daily Traffic: 533 (year 2036),  Design Load: HS 20+Mod,  Features Intersected: ROUTE 15,  Facility Carried by Structure: H AVENUE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 13,  Owner: State Highway Agency,  Approaching Roadway Width: 98.0m (321.5ft),  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: 63.4m (208.0ft),  Curb-To-Curb Width: 9.8m (32.2ft),  Out-to-Out Width: 10.8m (35.4ft)

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: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2018,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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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 2009),  Truck Traffic: 1%,  Average Future Daily Traffic: 25,504 (year 2035),  Design Load: HS 20,  Features Intersected: SWEETWATER RIVER
Minimum Vertical Clearance: 5.28m (17.32ft),  Kilometerpoint: 0.189,  Lanes on structure: 1,  Base Highway Network: Yes (,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 85.0m (278.9ft),  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: December 2016,  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: 0.22m (0.72ft),  Average Daily Traffic: 30,000 (year 2010),  Truck Traffic: 5%,  Average Future Daily Traffic: 32,037 (year 2034),  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: 3.0m (9.8ft),  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: 3.0m (9.8ft),  Out-to-Out Width: 3.2m (10.5ft)

Condition: Channel: Very good,  Culverts: Good,  Operating Rating: 54.1 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Superior to present desirable criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: August 2016
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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: 1,000 (year 2010),  Truck Traffic: 1%,  Average Future Daily Traffic: 2,047 (year 2035),  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: 122.0m (400.3ft),  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: August 2016,  Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 57 1174,  Location: 11-SD-125-6.93 (Lat: 32.681750,  Lng: -116.990575),  Route carried "under" structure: State highway 125,  Year Built: 2008,  Structure Length: 0. m,  Average Daily Traffic: 2,500 (year 2010),  Truck Traffic: 1%,  Features Intersected: ROUTE 125,  Facility Carried by Structure: SAN MIGUEL RD
Minimum Vertical Clearance: 5.38m (17.65ft),  Kilometerpoint: 0.693,  Lanes on structure: 2,  Lanes under structure: 4,  Toll: On toll road,  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 41.9m (137.5ft)

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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: 10.12m (33.20ft),  Average Daily Traffic: 2,600 (year 2010),  Truck Traffic: 1%,  Average Future Daily Traffic: 10,236 (year 2035),  Design Load: HS 20,  Features Intersected: OTAY RIVER
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.064,  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: 216.0m (708.7ft),  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: August 2016,  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: 1,300 (year 2010),  Truck Traffic: 1%,  Average Future Daily Traffic: 5,118 (year 2035),  Design Load: HS 20+Mod,  Features Intersected: OTAY LAKES ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.404,  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: 171.0m (561.0ft),  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: 3.7m (12.1ft),  Curb-To-Curb Width: 17.1m (56.1ft),  Out-to-Out Width: 1.8m (5.9ft)

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: 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: August 2016,  Deck Structure Type: Concrete Cast-file-Place
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