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


  • National Bridge Inventory (NBI) Statistics
  • 155Number of bridges
  • 1,814ft / 553mTotal length
  • $4,750,000Total costs
  • 6,296,826Total average daily traffic
  • 365,772Total average daily truck traffic
  • 6,302,634Total future (year 2034) average daily traffic
  • National Bridge Inventory (NBI) Registered Bridges for Escondido
  • No street view available for this location

New bridges in Escondido, CA - historical statistics
  • New bridges - historical statistics
  • 21900-1909
  • 41940-1949
  • 21950-1959
  • 311960-1969
  • 911970-1979
  • 121980-1989
  • 61990-1999
  • 42000-2009
  • 32010-2018
Reconstructed bridges in Escondido, CA - Historical Statistics
  • Reconstructed bridges - Historical Statistics
  • 21960-1969
  • 41970-1979
  • 31980-1989
  • 21990-1999
  • 162000-2009
Average Bridge Daily Traffic in Escondido, CA
Bridge Condition - Deck
  • Bridge Condition - Deck
  • 25.6%Very good
  • 39.5%Good
  • 17.4%Satisfactory
  • 16.3%Fair
  • 1.2%Poor
Bridge Condition - Superstructure
  • Bridge Condition - Superstructure
  • 34.5%Very good
  • 60.9%Good
  • 4.6%Satisfactory
Bridge Condition - Substructure
  • Bridge Condition - Substructure
  • 47.1%Very good
  • 52.9%Good
Bridge Condition - Channel
  • Bridge Condition - Channel
  • 69.4%Excellent
  • 20.4%Very good
  • 10.2%Satisfactory
Bridge Condition - Culverts
  • Bridge Condition - Culverts
  • 28.6%Very good
  • 64.3%Good
  • 7.1%Satisfactory
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Structure Number: 57 0812R,  Location: 11-SD-015-R31.17-ESD (Lat: 33.122086,  Lng: -117.102428),  Route carried "under" structure: City street ,  Year Built: 1977,  Structure Length: 0. m,  Average Daily Traffic: 13,300 (year 2010),  Truck Traffic: 2%,  Features Intersected: NCTD,BNSF RY,WASHINGTON,  Facility Carried by Structure: INTERSTATE 15 NB
Minimum Vertical Clearance: 7.21m (23.65ft),  Kilometerpoint: 0.000,  Lanes on structure: 7,  Lanes under structure: 2,  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 38.4m (126.0ft)

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Structure Number: 57 0813G,  Location: 11-SD-015-R31.32-ESD (Lat: 33.124492,  Lng: -117.103286),  Route carried "on" structure: Ramp Interstate 15,  Year Built: 1977,  Status: Open,  Structure Length: 6.52m (21.39ft),  Average Daily Traffic: 50,000 (year 2010),  Truck Traffic: 2%,  Average Future Daily Traffic: 77,023 (year 2035),  Design Load: HS 20,  Features Intersected: MISSION AVENUE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.132,  Lanes on structure: 3,  Lanes under structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 195.0m (639.8ft),  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: 27.7m (90.9ft),  Curb-To-Curb Width: 19.5m (64.0ft),  Out-to-Out Width: 20.7m (67.9ft)

Condition: Deck: Very good,  Superstructure: Good,  Substructure: Very good,  Operating Rating: 78.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 47.3 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: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: March 2016,  Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 57 0813G,  Location: 11-SD-015-R31.32-ESD (Lat: 33.124492,  Lng: -117.103286),  Route carried "under" structure: City street S142,  Year Built: 1977,  Structure Length: 0. m,  Average Daily Traffic: 25,700 (year 2010),  Truck Traffic: 2%,  Features Intersected: MISSION AVENUE,  Facility Carried by Structure: N15-W&E78 CONNECTR
Minimum Vertical Clearance: 11.79m (38.68ft),  Kilometerpoint: 0.000,  Lanes on structure: 3,  Lanes under structure: 4,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 27.7m (90.9ft)

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Structure Number: 57 0813L,  Location: 11-SD-015-R31.32-ESD (Lat: 33.124283,  Lng: -117.103997),  Route carried "on" structure: Interstate 15,  Year Built: 1977,  Status: Open,  Structure Length: 5.94m (19.49ft),  Average Daily Traffic: 97,000 (year 2010),  Truck Traffic: 7%,  Average Future Daily Traffic: 168,000 (year 2035),  Design Load: HS 20,  Features Intersected: MISSION AVENUE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.132,  Lanes on structure: 4,  Lanes under structure: 4,  Base Highway Network: Yes (,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 202.0m (662.7ft),  Skew: 9 degrees,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 27.4m (89.9ft),  Curb-To-Curb Width: 20.2m (66.3ft),  Out-to-Out Width: 21.2m (69.6ft)

Condition: Deck: Fair,  Superstructure: Good,  Substructure: Good,  Operating Rating: 85.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 50.5 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Equal to 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: March 2018,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 57 0813L,  Location: 11-SD-015-R31.32-ESD (Lat: 33.124283,  Lng: -117.103997),  Route carried "under" structure: City street S142,  Year Built: 1977,  Structure Length: 0. m,  Average Daily Traffic: 25,700 (year 2010),  Truck Traffic: 2%,  Features Intersected: MISSION AVENUE,  Facility Carried by Structure: INTERSTATE 15 SB
Minimum Vertical Clearance: 10.34m (33.92ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Lanes under structure: 4,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 27.4m (89.9ft)

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Structure Number: 57 0813R,  Location: 11-SD-015-R31.32-ESD (Lat: 33.124389,  Lng: -117.103650),  Route carried "on" structure: Interstate 15,  Year Built: 1977,  Year Reconstructed: 2011,  Status: Open,  Structure Length: 5.86m (19.23ft),  Average Daily Traffic: 97,000 (year 2010),  Truck Traffic: 7%,  Average Future Daily Traffic: 168,000 (year 2035),  Design Load: HS 20,  Features Intersected: MISSION AVENUE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.132,  Lanes on structure: 4,  Lanes under structure: 4,  Base Highway Network: Yes (,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 201.0m (659.4ft),  Skew: 9 degrees,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 27.4m (89.9ft),  Curb-To-Curb Width: 20.1m (65.9ft),  Out-to-Out Width: 25.1m (82.3ft)

Condition: Deck: Fair,  Superstructure: Good,  Substructure: Good,  Operating Rating: 85.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 51.2 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Equal to 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: March 2018,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 57 0813R,  Location: 11-SD-015-R31.32-ESD (Lat: 33.124389,  Lng: -117.103650),  Route carried "under" structure: City street S142,  Year Built: 1977,  Structure Length: 0. m,  Average Daily Traffic: 25,700 (year 2010),  Truck Traffic: 2%,  Features Intersected: MISSION AVENUE,  Facility Carried by Structure: INTERSTATE 15 NB
Minimum Vertical Clearance: 10.08m (33.07ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Lanes under structure: 4,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 27.4m (89.9ft)

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Structure Number: 57 0814L,  Location: 11-SD-015-R31.48-ESD (Lat: 33.126553,  Lng: -117.104767),  Route carried "on" structure: Interstate 15,  Year Built: 1977,  Status: Open,  Structure Length: 10.03m (32.91ft),  Average Daily Traffic: 64,000 (year 2010),  Truck Traffic: 7%,  Average Future Daily Traffic: 98,000 (year 2035),  Design Load: HS 20,  Features Intersected: STATE ROUTE 78
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.148,  Lanes on structure: 5,  Lanes under structure: 6,  Base Highway Network: Yes (,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 241.0m (790.7ft),  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 52.7m (172.9ft),  Curb-To-Curb Width: 24.1m (79.1ft),  Out-to-Out Width: 25.1m (82.3ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 64.5 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: Equal to 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: March 2018,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 57 0814L,  Location: 11-SD-015-R31.48-ESD (Lat: 33.126553,  Lng: -117.104767),  Route carried "under" structure: State highway 78,  Year Built: 1977,  Structure Length: 0. m,  Average Daily Traffic: 82,000 (year 2010),  Truck Traffic: 5%,  Features Intersected: STATE ROUTE 78,  Facility Carried by Structure: INTERSTATE S/B 15
Minimum Vertical Clearance: 5.31m (17.42ft),  Kilometerpoint: 1.654,  Lanes on structure: 5,  Lanes under structure: 4,  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 52.7m (172.9ft)

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Structure Number: 57 0814L,  Location: 11-SD-015-R31.48-ESD (Lat: 33.126553,  Lng: -117.104767),  Route carried "under" structure: Ramp State highway 78,  Year Built: 1977,  Structure Length: 0. m,  Average Daily Traffic: 9,000 (year 2010),  Truck Traffic: 1%,  Features Intersected: STATE ROUTE 78,  Facility Carried by Structure: INTERSTATE S/B 15
Minimum Vertical Clearance: 5.89m (19.32ft),  Kilometerpoint: 1.654,  Lanes on structure: 5,  Lanes under structure: 1,  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 52.7m (172.9ft)

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Structure Number: 57 0814L,  Location: 11-SD-015-R31.48-ESD (Lat: 33.126553,  Lng: -117.104767),  Route carried "under" structure: Ramp State highway 78,  Year Built: 1977,  Structure Length: 0. m,  Average Daily Traffic: 10,100 (year 2010),  Truck Traffic: 1%,  Features Intersected: STATE ROUTE 78,  Facility Carried by Structure: INTERSTATE S/B 15
Minimum Vertical Clearance: 0.61m (2.00ft),  Kilometerpoint: 1.654,  Lanes on structure: 5,  Lanes under structure: 1,  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 52.7m (172.9ft)

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Structure Number: 57 0814R,  Location: 11-SD-015-R31.48-ESD (Lat: 33.126675,  Lng: -117.104389),  Route carried "on" structure: Interstate 15,  Year Built: 1977,  Status: Open,  Structure Length: 10.03m (32.91ft),  Average Daily Traffic: 97,000 (year 2010),  Truck Traffic: 7%,  Average Future Daily Traffic: 168,000 (year 2035),  Design Load: HS 20,  Features Intersected: STATE ROUTE 78
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.148,  Lanes on structure: 5,  Lanes under structure: 6,  Base Highway Network: Yes (,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 248.0m (813.6ft),  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 52.7m (172.9ft),  Curb-To-Curb Width: 24.8m (81.4ft),  Out-to-Out Width: 25.8m (84.6ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 64.5 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: 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: March 2018,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 57 0814R,  Location: 11-SD-015-R31.48-ESD (Lat: 33.126675,  Lng: -117.104389),  Route carried "under" structure: Ramp State highway 78,  Year Built: 1977,  Structure Length: 0. m,  Average Daily Traffic: 10,100 (year 2010),  Truck Traffic: 1%,  Features Intersected: STATE ROUTE 78,  Facility Carried by Structure: INTERSTATE N/B 15
Minimum Vertical Clearance: 5.44m (17.85ft),  Kilometerpoint: 1.654,  Lanes on structure: 5,  Lanes under structure: 1,  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 52.7m (172.9ft)

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Structure Number: 57 0814R,  Location: 11-SD-015-R31.48-ESD (Lat: 33.126675,  Lng: -117.104389),  Route carried "under" structure: State highway 78,  Year Built: 1977,  Structure Length: 0. m,  Average Daily Traffic: 82,000 (year 2010),  Truck Traffic: 5%,  Features Intersected: STATE ROUTE 78,  Facility Carried by Structure: INTERSTATE N/B 15
Minimum Vertical Clearance: 0.48m (1.57ft),  Kilometerpoint: 1.654,  Lanes on structure: 5,  Lanes under structure: 4,  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 52.7m (172.9ft)

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Structure Number: 57 0814R,  Location: 11-SD-015-R31.48-ESD (Lat: 33.126675,  Lng: -117.104389),  Route carried "under" structure: Ramp State highway 78,  Year Built: 1977,  Structure Length: 0. m,  Average Daily Traffic: 9,000 (year 2010),  Truck Traffic: 1%,  Features Intersected: STATE ROUTE 78,  Facility Carried by Structure: INTERSTATE N/B 15
Minimum Vertical Clearance: 5.31m (17.42ft),  Kilometerpoint: 1.654,  Lanes on structure: 5,  Lanes under structure: 1,  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 52.7m (172.9ft)

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Structure Number: 57 0815G,  Location: 11-SD-015-R31.47-ESD (Lat: 33.125908,  Lng: -117.103925),  Route carried "on" structure: Ramp Interstate 15,  Year Built: 1977,  Status: Open,  Structure Length: 32.34m (106.10ft),  Average Daily Traffic: 41,000 (year 2010),  Truck Traffic: 2%,  Average Future Daily Traffic: 51,349 (year 2035),  Design Load: HS 20,  Features Intersected: RTE 15, RTE 78, CONN
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.147,  Lanes on structure: 2,  Lanes under structure: 14,  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: 7,  Length of Maximum Span: 57.6m (189.0ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 13.3m (43.6ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Operating Rating: 82.3 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: Superior to present desirable criteria,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2016,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 57 0815G,  Location: 11-SD-015-R31.47-ESD (Lat: 33.125908,  Lng: -117.103925),  Route carried "under" structure: Interstate 15,  Year Built: 1977,  Structure Length: 0. m,  Average Daily Traffic: 194,000 (year 2010),  Truck Traffic: 7%,  Features Intersected: RTE 15, RTE 78, CONN
Minimum Vertical Clearance: 5.51m (18.08ft),  Kilometerpoint: 3.147,  Lanes on structure: 2,  Lanes under structure: 9,  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 57.6m (189.0ft)

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Structure Number: 57 0815G,  Location: 11-SD-015-R31.47-ESD (Lat: 33.125908,  Lng: -117.103925),  Route carried "under" structure: Ramp State highway 78,  Year Built: 1977,  Structure Length: 0. m,  Average Daily Traffic: 10,100 (year 2010),  Truck Traffic: 2%,  Features Intersected: RTE 15, RTE 78, CONN
Minimum Vertical Clearance: 0.61m (2.00ft),  Kilometerpoint: 1.666,  Lanes on structure: 2,  Lanes under structure: 1,  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 57.6m (189.0ft)

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Structure Number: 57 0815G,  Location: 11-SD-015-R31.47-ESD (Lat: 33.125908,  Lng: -117.103925),  Route carried "under" structure: State highway 78,  Year Built: 1977,  Structure Length: 0. m,  Average Daily Traffic: 82,000 (year 2010),  Truck Traffic: 5%,  Features Intersected: RTE 15, RTE 78, CONN
Minimum Vertical Clearance: 13.18m (43.24ft),  Kilometerpoint: 1.666,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 57.6m (189.0ft)

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Structure Number: 57 0816F,  Location: 11-SD-015-R31.56 (Lat: 33.127567,  Lng: -117.102261),  Route carried "on" structure: Ramp Interstate 15,  Year Built: 1977,  Status: Open,  Structure Length: 36.18m (118.70ft),  Average Daily Traffic: 4,900 (year 2010),  Truck Traffic: 2%,  Average Future Daily Traffic: 8,000 (year 2035),  Design Load: HS 20,  Features Intersected: RTE 15, RTE 78,CONNS,ST
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.156,  Lanes on structure: 1,  Lanes under structure: 16,  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: 8,  Length of Maximum Span: 55.8m (183.1ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 9.6m (31.5ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Operating Rating: 57.3 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: Superior to present desirable criteria,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2016,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 57 0816F,  Location: 11-SD-015-R31.56 (Lat: 33.127567,  Lng: -117.102261),  Route carried "under" structure: Interstate 15,  Year Built: 1977,  Structure Length: 0. m,  Average Daily Traffic: 128,000 (year 2010),  Truck Traffic: 10%,  Features Intersected: RTE 15, RTE 78,CONNS,ST
Minimum Vertical Clearance: 5.49m (18.01ft),  Kilometerpoint: 3.156,  Lanes on structure: 1,  Lanes under structure: 8,  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 55.8m (183.1ft)

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Structure Number: 57 0816F,  Location: 11-SD-015-R31.56 (Lat: 33.127567,  Lng: -117.102261),  Route carried "under" structure: State highway 78,  Year Built: 1977,  Structure Length: 0. m,  Average Daily Traffic: 82,000 (year 2010),  Truck Traffic: 5%,  Features Intersected: RTE 15, RTE 78,CONNS,ST
Minimum Vertical Clearance: 6.53m (21.42ft),  Kilometerpoint: 1.659,  Lanes on structure: 1,  Lanes under structure: 6,  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 55.8m (183.1ft)

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Structure Number: 57 0816F,  Location: 11-SD-015-R31.56 (Lat: 33.127567,  Lng: -117.102261),  Route carried "under" structure: City street ,  Year Built: 1977,  Structure Length: 0. m,  Average Daily Traffic: 5,450 (year 2010),  Truck Traffic: 2%,  Features Intersected: RTE 15, RTE 78,CONNS,ST,  Facility Carried by Structure: S15-E78 CONNECTOR
Minimum Vertical Clearance: 6.02m (19.75ft),  Kilometerpoint: 0.000,  Lanes on structure: 1,  Lanes under structure: 2,  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 55.8m (183.1ft)

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Structure Number: 57 0817L,  Location: 11-SD-015-R31.99 (Lat: 33.133950,  Lng: -117.105192),  Route carried "on" structure: Interstate 15,  Year Built: 1977,  Status: Open,  Structure Length: 6.22m (20.41ft),  Average Daily Traffic: 62,500 (year 2009),  Truck Traffic: 10%,  Average Future Daily Traffic: 99,500 (year 2035),  Design Load: HS 20,  Features Intersected: ROCK SPRINGS ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.199,  Lanes on structure: 4,  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,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 61.9m (203.1ft),  Curb-To-Curb Width: 20.1m (65.9ft),  Out-to-Out Width: 21.2m (69.6ft)

Condition: Deck: Fair,  Superstructure: Good,  Substructure: Good,  Operating Rating: 8.0 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: Equal to present minimum criteria,  Underclear: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2018,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 57 0817L,  Location: 11-SD-015-R31.99 (Lat: 33.133950,  Lng: -117.105192),  Route carried "under" structure: City street ,  Year Built: 1977,  Structure Length: 0. m,  Average Daily Traffic: 9,830 (year 2010),  Truck Traffic: 2%,  Features Intersected: ROCK SPRINGS ROAD,  Facility Carried by Structure: INTERSTATE RTE 15
Minimum Vertical Clearance: 4.85m (15.91ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Lanes under structure: 2,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 61.9m (203.1ft)

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Structure Number: 57 0817R,  Location: 11-SD-015-R31.99 (Lat: 33.133678,  Lng: -117.104894),  Route carried "on" structure: Interstate 15,  Year Built: 1977,  Status: Open,  Structure Length: 6.22m (20.41ft),  Average Daily Traffic: 62,500 (year 2009),  Truck Traffic: 10%,  Average Future Daily Traffic: 99,500 (year 2035),  Design Load: HS 20,  Features Intersected: ROCK SPRINGS ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.199,  Lanes on structure: 4,  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,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 61.9m (203.1ft),  Curb-To-Curb Width: 20.1m (65.9ft),  Out-to-Out Width: 21.2m (69.6ft)

Condition: Deck: Fair,  Superstructure: Good,  Substructure: Good,  Operating Rating: 8.0 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: Equal to 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: March 2018,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 57 0817R,  Location: 11-SD-015-R31.99 (Lat: 33.133678,  Lng: -117.104894),  Route carried "under" structure: City street ,  Year Built: 1977,  Structure Length: 0. m,  Average Daily Traffic: 9,830 (year 2010),  Truck Traffic: 2%,  Features Intersected: ROCK SPRINGS ROAD,  Facility Carried by Structure: INTERSTATE RTE 15
Minimum Vertical Clearance: 5.13m (16.83ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Lanes under structure: 2,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 61.9m (203.1ft)

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Structure Number: 57 0818L,  Location: 11-SD-015-R32.86-ESD (Lat: 33.146517,  Lng: -117.104533),  Route carried "on" structure: Interstate 15,  Year Built: 1977,  Status: Open,  Structure Length: 0.53m (1.74ft),  Average Daily Traffic: 62,500 (year 2009),  Truck Traffic: 10%,  Average Future Daily Traffic: 99,500 (year 2035),  Design Load: HS 20,  Features Intersected: EL NORTE PARKWAY
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.286,  Lanes on structure: 4,  Lanes under structure: 6,  Base Highway Network: Yes (,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 201.0m (659.4ft),  Skew: 1 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 52.4m (171.9ft),  Curb-To-Curb Width: 20.1m (65.9ft),  Out-to-Out Width: 21.2m (69.6ft)

Condition: Deck: Fair,  Superstructure: Good,  Substructure: Good,  Operating Rating: 4.7 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: 33.4 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: Equal to 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: March 2018,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 57 0818L,  Location: 11-SD-015-R32.86-ESD (Lat: 33.146517,  Lng: -117.104533),  Route carried "under" structure: City street S383,  Year Built: 1977,  Structure Length: 0. m,  Average Daily Traffic: 13,000 (year 2010),  Truck Traffic: 2%,  Features Intersected: EL NORTE PARKWAY,  Facility Carried by Structure: INTERSTATE RTE 15
Minimum Vertical Clearance: 4.93m (16.17ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Lanes under structure: 6,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 52.4m (171.9ft)

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Structure Number: 57 0818R,  Location: 11-SD-015-R32.86-ESD (Lat: 33.146431,  Lng: -117.104219),  Route carried "on" structure: Interstate 15,  Year Built: 1977,  Status: Open,  Structure Length: 0.53m (1.74ft),  Average Daily Traffic: 62,500 (year 2009),  Truck Traffic: 10%,  Average Future Daily Traffic: 99,500 (year 2035),  Design Load: HS 20,  Features Intersected: EL NORTE PARKWAY
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.286,  Lanes on structure: 4,  Lanes under structure: 6,  Base Highway Network: Yes (,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 201.0m (659.4ft),  Skew: 1 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 52.4m (171.9ft),  Curb-To-Curb Width: 20.1m (65.9ft),  Out-to-Out Width: 21.2m (69.6ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 4.7 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: 33.4 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: Equal to 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: March 2018,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 57 0818R,  Location: 11-SD-015-R32.86-ESD (Lat: 33.146431,  Lng: -117.104219),  Route carried "under" structure: City street S383,  Year Built: 1977,  Structure Length: 0. m,  Average Daily Traffic: 13,000 (year 2010),  Truck Traffic: 2%,  Features Intersected: EL NORTE PARKWAY,  Facility Carried by Structure: INTERSTATE RTE 15
Minimum Vertical Clearance: 5.64m (18.50ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Lanes under structure: 6,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 52.4m (171.9ft)

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Structure Number: 57 0819L,  Location: 11-SD-015-R33.57-ESD (Lat: 33.156822,  Lng: -117.104228),  Route carried "on" structure: Interstate 15,  Year Built: 1977,  Status: Open,  Structure Length: 5.76m (18.90ft),  Average Daily Traffic: 62,500 (year 2009),  Truck Traffic: 10%,  Average Future Daily Traffic: 99,500 (year 2035),  Design Load: HS 20,  Features Intersected: COUNTRY CLUB LANE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.357,  Lanes on structure: 4,  Lanes under structure: 4,  Base Highway Network: Yes (,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 201.0m (659.4ft),  Skew: 9 degrees,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 30.8m (101.0ft),  Curb-To-Curb Width: 20.1m (65.9ft),  Out-to-Out Width: 21.2m (69.6ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 99.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 71.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Equal to 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: March 2018,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 57 0819L,  Location: 11-SD-015-R33.57-ESD (Lat: 33.156822,  Lng: -117.104228),  Route carried "under" structure: City street ,  Year Built: 1977,  Structure Length: 0. m,  Average Daily Traffic: 3,630 (year 2010),  Truck Traffic: 2%,  Features Intersected: COUNTRY CLUB LANE,  Facility Carried by Structure: INTERSTATE 15
Minimum Vertical Clearance: 4.93m (16.17ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Lanes under structure: 4,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 30.8m (101.0ft)

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Structure Number: 57 0819R,  Location: 11-SD-015-R33.57-ESD (Lat: 33.156950,  Lng: -117.103914),  Route carried "on" structure: Interstate 15,  Year Built: 1977,  Status: Open,  Structure Length: 6.04m (19.82ft),  Average Daily Traffic: 62,500 (year 2009),  Truck Traffic: 10%,  Average Future Daily Traffic: 99,500 (year 2035),  Design Load: HS 20,  Features Intersected: COUNTRY CLUB LANE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.357,  Lanes on structure: 4,  Lanes under structure: 4,  Base Highway Network: Yes (,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 201.0m (659.4ft),  Skew: 9 degrees,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 32.3m (106.0ft),  Curb-To-Curb Width: 20.1m (65.9ft),  Out-to-Out Width: 21.2m (69.6ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 99.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 70.3 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Equal to 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: March 2018,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 57 0819R,  Location: 11-SD-015-R33.57-ESD (Lat: 33.156950,  Lng: -117.103914),  Route carried "under" structure: City street ,  Year Built: 1977,  Structure Length: 0. m,  Average Daily Traffic: 3,630 (year 2010),  Truck Traffic: 2%,  Features Intersected: COUNTRY CLUB LANE,  Facility Carried by Structure: INTERSTATE RTE 15
Minimum Vertical Clearance: 6.68m (21.92ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Lanes under structure: 4,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 32.3m (106.0ft)

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Structure Number: 57 0824F,  Location: 11-SD-078-R16.66-ESD (Lat: 33.128092,  Lng: -117.102719),  Route carried "on" structure: Ramp State highway 78,  Year Built: 1977,  Status: Open,  Structure Length: 0.46m (1.51ft),  Average Daily Traffic: 4,550 (year 2010),  Truck Traffic: 1%,  Average Future Daily Traffic: 9,430 (year 2037),  Design Load: HS 20+Mod,  Features Intersected: METCALF STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.666,  Lanes on structure: 1,  Lanes under structure: 2,  Base Highway Network: Yes (,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 85.0m (278.9ft),  Skew: 9 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 45.7m (149.9ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 9.6m (31.5ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 86.2 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: 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: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2017,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 57 0824F,  Location: 11-SD-078-R16.66-ESD (Lat: 33.128092,  Lng: -117.102719),  Route carried "under" structure: City street ,  Year Built: 1977,  Structure Length: 0. m,  Average Daily Traffic: 5,450 (year 2009),  Truck Traffic: 1%,  Features Intersected: METCALF STREET,  Facility Carried by Structure: W78-N15 CONNECTOR
Minimum Vertical Clearance: 0.49m (1.61ft),  Kilometerpoint: 0.000,  Lanes on structure: 1,  Lanes under structure: 2,  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 0825G,  Location: 11-SD-015-R31.50-ESD (Lat: 33.127072,  Lng: -117.102592),  Route carried "on" structure: Ramp Interstate 15,  Year Built: 1977,  Status: Open,  Structure Length: 5.46m (17.91ft),  Average Daily Traffic: 9,000 (year 2010),  Truck Traffic: 2%,  Average Future Daily Traffic: 12,000 (year 2035),  Design Load: HS 20,  Features Intersected: METCALF STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.315,  Lanes on structure: 1,  Lanes under structure: 2,  Base Highway Network: Yes (,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 85.0m (278.9ft),  Skew: 9 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 54.3m (178.1ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 9.6m (31.5ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Operating Rating: 85.5 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: 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: March 2016,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 57 0825G,  Location: 11-SD-015-R31.50-ESD (Lat: 33.127072,  Lng: -117.102592),  Route carried "under" structure: City street ,  Year Built: 1977,  Structure Length: 0. m,  Average Daily Traffic: 5,450 (year 2010),  Truck Traffic: 2%,  Features Intersected: METCALF STREET,  Facility Carried by Structure: N15-E78 CONN OC
Minimum Vertical Clearance: 6.71m (22.01ft),  Kilometerpoint: 0.000,  Lanes on structure: 1,  Lanes under structure: 2,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 54.3m (178.1ft)

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Structure Number: 57 0872,  Location: 11-SD-076-R17.26-ESD (Lat: 33.330436,  Lng: -117.159700),  Route carried "on" structure: State highway 76,  Year Built: 1981,  Year Reconstructed: 2013,  Status: Open,  Structure Length: 12.89m (42.29ft),  Average Daily Traffic: 26,000 (year 2015),  Truck Traffic: 1%,  Average Future Daily Traffic: 30,809 (year 2035),  Design Load: HS 20,  Features Intersected: INTERSTATE 15
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.726,  Lanes on structure: 6,  Lanes under structure: 8,  Base Highway Network: Yes (,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 327.0m (1,072.8ft),  Skew: 14 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 64.3m (211.0ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 0.0m,  Curb-To-Curb Width: 32.7m (107.3ft),  Out-to-Out Width: 36.3m (119.1ft)

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: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2016,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 57 0872,  Location: 11-SD-076-R17.26-ESD (Lat: 33.330436,  Lng: -117.159700),  Route carried "under" structure: Interstate 15,  Year Built: 1981,  Structure Length: 0. m,  Average Daily Traffic: 113,000 (year 2009),  Truck Traffic: 10%,  Features Intersected: INTERSTATE 15,  Facility Carried by Structure: STATE ROUTE 76
Minimum Vertical Clearance: 5.56m (18.24ft),  Kilometerpoint: 4.649,  Lanes on structure: 6,  Lanes under structure: 8,  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 64.3m (211.0ft)

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Structure Number: 57 0890L,  Location: 11-SD-015-R40.85 (Lat: 33.252672,  Lng: -117.155944),  Route carried "on" structure: Interstate 15,  Year Built: 1980,  Status: Open,  Structure Length: 5.55m (18.21ft),  Average Daily Traffic: 56,500 (year 2009),  Truck Traffic: 10%,  Average Future Daily Traffic: 111,500 (year 2035),  Design Load: HS 20+Mod,  Features Intersected: GOPHER CANYON ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 4.085,  Lanes on structure: 4,  Lanes under structure: 5,  Base Highway Network: Yes (,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 198.0m (649.6ft),  Skew: 3 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 54.9m (180.1ft),  Curb-To-Curb Width: 19.9m (65.3ft),  Out-to-Out Width: 2.1m (6.9ft)

Condition: Deck: Satisfactory,  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: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2016,  Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 57 0892L,  Location: 11-SD-015-R34.22-ESD (Lat: 33.165575,  Lng: -117.107581),  Route carried "on" structure: Interstate 15,  Year Built: 1978,  Status: Open,  Structure Length: 5.21m (17.09ft),  Average Daily Traffic: 62,500 (year 2009),  Truck Traffic: 10%,  Average Future Daily Traffic: 99,500 (year 2035),  Design Load: HS 20,  Features Intersected: NUTMEG STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.422,  Lanes on structure: 4,  Lanes under structure: 2,  Base Highway Network: Yes (,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 207.0m (679.1ft),  Skew: 3 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 51.8m (169.9ft),  Curb-To-Curb Width: 20.7m (67.9ft),  Out-to-Out Width: 21.8m (71.5ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Very good,  Operating Rating: 54.1 metric tons,  Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Equal to 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: June 2016,  Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 57 0892L,  Location: 11-SD-015-R34.22-ESD (Lat: 33.165575,  Lng: -117.107581),  Route carried "under" structure: City street ,  Year Built: 1978,  Structure Length: 0. m,  Average Daily Traffic: 2,070 (year 2010),  Truck Traffic: 2%,  Features Intersected: NUTMEG STREET,  Facility Carried by Structure: INTERSTATE 15 SB
Minimum Vertical Clearance: 7.52m (24.67ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Lanes under structure: 2,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 51.8m (169.9ft)

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Structure Number: 57 0892R,  Location: 11-SD-015-R34.22-ESD (Lat: 33.165986,  Lng: -117.107342),  Route carried "on" structure: Interstate 15,  Year Built: 1978,  Status: Open,  Structure Length: 4.85m (15.91ft),  Average Daily Traffic: 62,500 (year 2009),  Truck Traffic: 10%,  Average Future Daily Traffic: 99,500 (year 2035),  Design Load: HS 20,  Features Intersected: NUTMEG STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.422,  Lanes on structure: 5,  Lanes under structure: 2,  Base Highway Network: Yes (,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 265.0m (869.4ft),  Skew: 3 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 47.9m (157.2ft),  Curb-To-Curb Width: 23.5m (77.1ft),  Out-to-Out Width: 24.6m (80.7ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Operating Rating: 79.4 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 55.1 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: Equal to 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: June 2016,  Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 57 0892R,  Location: 11-SD-015-R34.22-ESD (Lat: 33.165986,  Lng: -117.107342),  Route carried "under" structure: City street ,  Year Built: 1978,  Structure Length: 0. m,  Average Daily Traffic: 2,070 (year 2010),  Truck Traffic: 2%,  Features Intersected: NUTMEG STREET,  Facility Carried by Structure: INTERSTATE 15 NB
Minimum Vertical Clearance: 5.33m (17.49ft),  Kilometerpoint: 0.000,  Lanes on structure: 5,  Lanes under structure: 2,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 47.9m (157.2ft)

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Structure Number: 57 0893L,  Location: 11-SD-015-R34.89 (Lat: 33.174478,  Lng: -117.112717),  Route carried "on" structure: Interstate 15,  Year Built: 1978,  Status: Open,  Structure Length: 4.05m (13.29ft),  Average Daily Traffic: 62,500 (year 2009),  Truck Traffic: 10%,  Average Future Daily Traffic: 99,500 (year 2035),  Design Load: HS 20,  Features Intersected: MESA ROCK RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.489,  Lanes on structure: 4,  Lanes under structure: 2,  Base Highway Network: Yes (,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 198.0m (649.6ft),  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: 40.2m (131.9ft),  Curb-To-Curb Width: 19.8m (65.0ft),  Out-to-Out Width: 2.1m (6.9ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Very good,  Operating Rating: 7.0 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 50.5 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: 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 2016,  Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 57 0893R,  Location: 11-SD-015-R34.89 (Lat: 33.174453,  Lng: -117.112269),  Route carried "on" structure: Interstate 15,  Year Built: 1978,  Status: Open,  Structure Length: 4.51m (14.80ft),  Average Daily Traffic: 62,500 (year 2009),  Truck Traffic: 10%,  Average Future Daily Traffic: 99,500 (year 2035),  Design Load: HS 20,  Features Intersected: MESA ROCK RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.489,  Lanes on structure: 4,  Lanes under structure: 2,  Base Highway Network: Yes (,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 198.0m (649.6ft),  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: 44.8m (147.0ft),  Curb-To-Curb Width: 19.8m (65.0ft),  Out-to-Out Width: 2.1m (6.9ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Very good,  Operating Rating: 3.6 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: 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: Equal to 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 2016,  Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 57 091,  Location: 11-SD-015-R33.92-ESD (Lat: 33.161200,  Lng: -117.104983),  Route carried "under" structure: Ramp Interstate 15,  Year Built: 1978,  Structure Length: 0. m,  Average Daily Traffic: 3,100 (year 2010),  Truck Traffic: 2%,  Features Intersected: S15-CENTRE CITY PKWY OFF
Minimum Vertical Clearance: 5.18m (16.99ft),  Kilometerpoint: 3.392,  Lanes on structure: 8,  Lanes under structure: 1,  Material/Design: Concrete,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 23.2m (76.1ft)

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Structure Number: 57 0911S,  Location: 11-SD-015-R33.94-ESD (Lat: 33.162161,  Lng: -117.104844),  Route carried "on" structure: Ramp Interstate 15,  Year Built: 1978,  Status: Open,  Structure Length: 8.47m (27.79ft),  Average Daily Traffic: 2,600 (year 2010),  Truck Traffic: 2%,  Average Future Daily Traffic: 5,135 (year 2035),  Design Load: HS 20,  Features Intersected: N15 - CENTRE CITY PKWY
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.394,  Lanes on structure: 1,  Lanes under structure: 1,  Base Highway Network: Yes (,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 76.0m (249.3ft),  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 39.9m (130.9ft),  Curb-To-Curb Width: 7.6m (24.9ft),  Out-to-Out Width: 8.8m (28.9ft)

Condition: Deck: Fair,  Superstructure: Good,  Substructure: Good,  Operating Rating: 87.5 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: Better than present minimum criteria,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2018,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 57 0911S,  Location: 11-SD-015-R33.94-ESD (Lat: 33.162161,  Lng: -117.104844),  Route carried "under" structure: City street ,  Year Built: 1978,  Structure Length: 0. m,  Average Daily Traffic: 3,000 (year 2010),  Truck Traffic: 2%,  Features Intersected: N15 - CENTRE CITY PKWY,  Facility Carried by Structure: WY-N15
Minimum Vertical Clearance: 4.78m (15.68ft),  Kilometerpoint: 0.000,  Lanes on structure: 1,  Lanes under structure: 1,  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 0916,  Location: 11-SD-078-R26.79-ESD (Lat: 33.094650,  Lng: -116.961397),  Route carried "on" structure: State highway 78,  Year Built: 1979,  Status: Open,  Structure Length: 4.75m (15.58ft),  Average Daily Traffic: 7,900 (year 2011),  Truck Traffic: 9%,  Average Future Daily Traffic: 16,269 (year 2037),  Design Load: HS 20,  Features Intersected: GUEJITO CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.679,  Lanes on structure: 2,  Base Highway Network: Yes (,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 122.0m (400.3ft),  Skew: 3 degrees,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 23.5m (77.1ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 13.3m (43.6ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Very good,  Channel: Very good,  Operating Rating: 54.1 metric tons,  Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: May 2015,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 57 0934,  Location: 11-SD-078-T19.19-ESD (Lat: 33.131833,  Lng: -117.067547),  Route carried "on" structure: State highway 78,  Year Built: 1970,  Status: Open,  Structure Length: 2.13m (6.99ft),  Average Daily Traffic: 22,500 (year 2009),  Truck Traffic: 1%,  Average Future Daily Traffic: 26,193 (year 2037),  Design Load: HS 20,  Features Intersected: ESCONDIDO CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.919,  Lanes on structure: 4,  Base Highway Network: Yes (,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 195.0m (639.8ft),  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: 19.8m (65.0ft),  Curb or Sidewalk Widths: Left: 1.6m (5.2ft),  Right: 1.6m (5.2ft),  Curb-To-Curb Width: 19.5m (64.0ft),  Out-to-Out Width: 23.2m (76.1ft)

Condition: Deck: Very good,  Superstructure: Good,  Substructure: Very good,  Channel: Excellent,  Operating Rating: 74.2 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: Better than present minimum criteria,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: May 2015,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 57 0941,  Location: 11-SD-015-M27.27-ESD (Lat: 33.073372,  Lng: -117.070450),  Route carried "on" structure: City street ,  Year Built: 1985,  Status: Open,  Structure Length: 8.29m (27.20ft),  Average Daily Traffic: 5,000 (year 2010),  Truck Traffic: 2%,  Average Future Daily Traffic: 7,855 (year 2036),  Design Load: HS 20+Mod,  Features Intersected: INTERSTATE 15 W/HOV,  Facility Carried by Structure: DEL LAGO\BEETHOVEN
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 5,  Lanes under structure: 14,  Owner: State Highway Agency,  Approaching Roadway Width: 125.0m (410.1ft),  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: 42.1m (138.1ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 21.9m (71.9ft),  Out-to-Out Width: 24.3m (79.7ft)

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: 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: Febuary 2018,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 57 0941,  Location: 11-SD-015-M27.27-ESD (Lat: 33.073372,  Lng: -117.070450),  Route carried "under" structure: Interstate 15,  Year Built: 1985,  Structure Length: 0. m,  Average Daily Traffic: 199,000 (year 2009),  Truck Traffic: 7%,  Features Intersected: INTERSTATE 15 W/HOV,  Facility Carried by Structure: DEL LAGO\BEETHOVEN
Minimum Vertical Clearance: 0.52m (1.71ft),  Kilometerpoint: 2.727,  Lanes on structure: 5,  Lanes under structure: 14,  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 42.1m (138.1ft)

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Structure Number: 57 0947G,  Location: 11-SD-078-R16.49-ESD (Lat: 33.124389,  Lng: -117.104672),  Route carried "on" structure: Ramp State highway 78,  Year Built: 1977,  Status: Open,  Structure Length: 5.91m (19.39ft),  Average Daily Traffic: 54,000 (year 2007),  Truck Traffic: 1%,  Average Future Daily Traffic: 70,404 (year 2037),  Design Load: HS 20+Mod,  Features Intersected: MISSION AVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.649,  Lanes on structure: 2,  Lanes under structure: 4,  Base Highway Network: Yes (,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 122.0m (400.3ft),  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: 28.7m (94.2ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 13.3m (43.6ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 43.4 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 33.4 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: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2017,  Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 57 0947G,  Location: 11-SD-078-R16.49-ESD (Lat: 33.124389,  Lng: -117.104672),  Route carried "under" structure: City street ,  Year Built: 1977,  Structure Length: 0. m,  Average Daily Traffic: 25,700 (year 2007),  Truck Traffic: 2%,  Features Intersected: MISSION AVE,  Facility Carried by Structure: E78-S15 CONNECTOR
Minimum Vertical Clearance: 0.76m (2.49ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 28.7m (94.2ft)

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