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

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Structure Number: 14C0048,  Location: IN SPRING VALLEY LAKE DEV (Lat: 39.069811,  Lng: -122.584442),  Route carried "on" structure: County highway ,  Year Built: 1967,  Status: Posted for load,  Structure Length: 6.37m (20.90ft),  Average Daily Traffic: 15 (year 2016),  Average Future Daily Traffic: 28 (year 2038),  Features Intersected: NORTH FORK CACHE CREEK,  Facility Carried by Structure: CHALK MTN RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 1,  Owner: County Highway Agency,  Approaching Roadway Width: 5.0m (16.4ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 12.8m (42.0ft),  Curb or Sidewalk Widths: Left: 0.4m (1.3ft),  Right: 0.4m (1.3ft),  Curb-To-Curb Width: 3.3m (10.8ft),  Out-to-Out Width: 4.9m (16.1ft)

Condition: Deck: Poor,  Superstructure: Satisfactory,  Substructure: Good,  Channel: Good,  Operating Rating: 14.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 8.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: High priority of corrective action,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below),  Designated Inspection Frequency: Every 12 months,  Critical Feature Inspection Frequency: Every 24 months,  Inspection Date: November 2021,  Critical Feature Inspection Date: July 2021,  Deck Structure Type: Wood or Timber,  Wearing Surface/Protective System: Wearing Surface: Wood or Timber

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Structure Number: 14C0049,  Location: IN SPRING VALLEY LAKE DEV (Lat: 39.082311,  Lng: -122.604406),  Route carried "on" structure: County highway ,  Year Built: 1967,  Status: Open,  Structure Length: 2.56m (8.40ft),  Average Daily Traffic: 26 (year 2016),  Truck Traffic: 1%,  Average Future Daily Traffic: 49 (year 2043),  Design Load: H 10,  Features Intersected: WOLF CREEK,  Facility Carried by Structure: WOLF CREEK ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 1,  Owner: County Highway Agency,  Approaching Roadway Width: 4.3m (14.1ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 12.5m (41.0ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 3.3m (10.8ft),  Out-to-Out Width: 3.6m (11.8ft)

Condition: Deck: Fair,  Superstructure: Good,  Substructure: Good,  Channel: Satisfactory,  Operating Rating: 27.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 16.5 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 24 months,  Inspection Date: November 2021,  Critical Feature Inspection Date: July 2021,  Deck Structure Type: Wood or Timber,  Wearing Surface/Protective System: Wearing Surface: Other

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Structure Number: 14C005,  Location: IN SPRING VALLEY LAKE DEV (Lat: 39.089758,  Lng: -122.607867),  Route carried "on" structure: County highway ,  Year Built: 1967,  Year Reconstructed: 2007,  Status: Open,  Structure Length: 3.78m (12.40ft),  Average Daily Traffic: 102 (year 2008),  Truck Traffic: 1%,  Average Future Daily Traffic: 160 (year 2038),  Features Intersected: WOLF CREEK,  Facility Carried by Structure: QUAIL TRAIL
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 6.2m (20.3ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 12.5m (41.0ft),  Curb or Sidewalk Widths: Left: 0.1m (0.3ft),  Right: 0.1m (0.3ft),  Curb-To-Curb Width: 5.3m (17.4ft),  Out-to-Out Width: 5.5m (18.0ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Good,  Channel: Good,  Operating Rating: 64.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 38.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 24 months,  Inspection Date: November 2021,  Critical Feature Inspection Date: July 2021,  Deck Structure Type: Steel plate,  Wearing Surface/Protective System: Wearing Surface: Other

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Structure Number: 14C0051,  Location: IN SPRING VALLEY LAKE DEV (Lat: 39.068767,  Lng: -122.585222),  Route carried "on" structure: County highway ,  Year Built: 1967,  Year Reconstructed: 2005,  Status: Open,  Structure Length: 5.05m (16.57ft),  Average Daily Traffic: 104 (year 2008),  Truck Traffic: 5%,  Average Future Daily Traffic: 162 (year 2038),  Design Load: HS 20,  Features Intersected: WOLF CREEK,  Facility Carried by Structure: WOLF CREEK ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 1,  Owner: County Highway Agency,  Approaching Roadway Width: 6.0m (19.7ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 12.5m (41.0ft),  Curb-To-Curb Width: 5.3m (17.4ft),  Out-to-Out Width: 5.5m (18.0ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Fair,  Channel: Satisfactory,  Operating Rating: 56.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 33.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 24 months,  Inspection Date: November 2021,  Critical Feature Inspection Date: July 2021,  Deck Structure Type: Steel plate,  Wearing Surface/Protective System: Wearing Surface: Other

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Structure Number: 57 0308,  Location: 11-SD-125-13.50 (Lat: 32.753111,  Lng: -117.011558),  Route carried "on" structure: State highway 125,  Year Built: 1989,  Status: Open,  Structure Length: 4.66m (15.29ft),  Average Daily Traffic: 183,000 (year 2018),  Truck Traffic: 4%,  Average Future Daily Traffic: 291,000 (year 2037),  Design Load: HS 20,  Features Intersected: SPRING STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 13.500,  Lanes on structure: 7,  Lanes under structure: 5,  Base Highway Network: Yes (Inventory Route: 1,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 46.9m (153.9ft),  Skew: 30 degrees,  Material/Design: Prestressed 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: 47.3m (155.2ft),  Out-to-Out Width: 49.2m (161.4ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Fair,  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: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2020,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 57 0572R,  Location: 11-SD-094-R11.80 (Lat: 32.746461,  Lng: -116.990056),  Route carried "on" structure: State highway 94,  Year Built: 1970,  Status: Open,  Structure Length: 3.96m (12.99ft),  Average Daily Traffic: 51,000 (year 2019),  Truck Traffic: 6%,  Average Future Daily Traffic: 61,414 (year 2041),  Design Load: HS 20,  Features Intersected: KENWOOD DRIVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 11.800,  Lanes on structure: 2,  Lanes under structure: 4,  Base Highway Network: Yes (,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 11.9m (39.0ft),  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: 39.0m (128.0ft),  Curb-To-Curb Width: 11.9m (39.0ft),  Out-to-Out Width: 12.5m (41.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 50.9 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 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: Equal to present minimum criteria,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 57 0573R,  Location: 11-SD-094-R12.31 (Lat: 32.744375,  Lng: -116.981931),  Route carried "on" structure: State highway 94,  Year Built: 1970,  Status: Open,  Structure Length: 2.87m (9.42ft),  Average Daily Traffic: 51,000 (year 2019),  Truck Traffic: 6%,  Average Future Daily Traffic: 63,433 (year 2043),  Design Load: HS 20,  Features Intersected: BARCELONA STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 12.310,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes (,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 11.9m (39.0ft),  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: 28.0m (91.9ft),  Curb-To-Curb Width: 11.9m (39.0ft),  Out-to-Out Width: 12.5m (41.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 39.2 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: 27.2 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: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 57 0574,  Location: 11-SD-094-R12.73 (Lat: 32.744489,  Lng: -116.974408),  Route carried "on" structure: City street S268,  Year Built: 1970,  Status: Open,  Structure Length: 9.75m (31.99ft),  Average Daily Traffic: 23,500 (year 2019),  Truck Traffic: 2%,  Average Future Daily Traffic: 42,188 (year 2041),  Design Load: HS 20,  Features Intersected: STATE ROUTE 94,  Facility Carried by Structure: SWEETWATER SPR BLV
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 5,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 21.9m (71.9ft),  Skew: 5 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 48.5m (159.1ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 0.0m,  Curb-To-Curb Width: 21.9m (71.9ft),  Out-to-Out Width: 25.9m (85.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 26.6 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: 17.2 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: Meets minimum limits,  Deck Geometry: Somewhat better than minimum adequacy,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 57 0575,  Location: 11-SD-094-R13.33 (Lat: 32.744889,  Lng: -116.964417),  Route carried "on" structure: City street S136,  Year Built: 1970,  Status: Open,  Structure Length: 7.56m (24.80ft),  Average Daily Traffic: 25,400 (year 2019),  Truck Traffic: 1%,  Average Future Daily Traffic: 31,641 (year 2041),  Design Load: HS 20,  Features Intersected: STATE ROUTE 94,  Facility Carried by Structure: AVOCADO BLVD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 25.3m (83.0ft),  Skew: 3 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 38.4m (126.0ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 0.0m,  Curb-To-Curb Width: 25.0m (82.0ft),  Out-to-Out Width: 27.1m (88.9ft)

Condition: Deck: Fair,  Superstructure: Good,  Substructure: Good,  Operating Rating: 48.6 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 34.7 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: 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: January 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 57 0799R,  Location: 11-SD-094-R10.39R (Lat: 32.752761,  Lng: -117.011247),  Route carried "on" structure: State highway 94,  Year Built: 1976,  Status: Open,  Structure Length: 5.63m (18.47ft),  Average Daily Traffic: 46,500 (year 2019),  Truck Traffic: 5%,  Average Future Daily Traffic: 67,424 (year 2043),  Design Load: HS 20,  Features Intersected: SPRING STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 10.390,  Lanes on structure: 4,  Lanes under structure: 5,  Base Highway Network: Yes (,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 27.1m (88.9ft),  Skew: 29 degrees,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 28.3m (92.8ft),  Curb-To-Curb Width: 27.1m (88.9ft),  Out-to-Out Width: 30.3m (99.4ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 98.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 59.9 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 24 months,  Inspection Date: January 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 57 1056G,  Location: 11-SD-125-13.22 (Lat: 32.745236,  Lng: -117.017892),  Route carried "on" structure: Ramp State highway 125,  Year Built: 2003,  Status: Open,  Structure Length: 39.95m (131.07ft),  Average Daily Traffic: 16,300 (year 2012),  Truck Traffic: 5%,  Average Future Daily Traffic: 18,424 (year 2042),  Design Load: HS 20,  Features Intersected: SR 125 & SR 94 & CONNS
Minimum Vertical Clearance: 5.30m (17.39ft),  Kilometerpoint: 13.220,  Lanes on structure: 2,  Lanes under structure: 14,  Base Highway Network: Yes (Inventory Route: 1,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 11.8m (38.7ft),  Skew: 9 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 6,  Length of Maximum Span: 80.0m (262.5ft),  Curb-To-Curb Width: 11.8m (38.7ft),  Out-to-Out Width: 12.8m (42.0ft)

Condition: Deck: Fair,  Superstructure: Good,  Substructure: Good,  Operating Rating: 54.1 metric tons,  Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2020,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 57 1057F,  Location: 11-SD-125-13.22 (Lat: 32.743172,  Lng: -117.017489),  Route carried "on" structure: Bypass State highway 125,  Year Built: 2003,  Status: Open,  Structure Length: 91.20m (299.21ft),  Average Daily Traffic: 84,500 (year 2015),  Truck Traffic: 5%,  Average Future Daily Traffic: 90,984 (year 2042),  Design Load: HS 20,  Features Intersected: SR-94, CONNS & LOCAL RDS
Minimum Vertical Clearance: 5.43m (17.81ft),  Kilometerpoint: 13.220,  Lanes on structure: 3,  Lanes under structure: 18,  Base Highway Network: Yes (Inventory Route: 1,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 16.8m (55.1ft),  Skew: 9 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 12,  Length of Maximum Span: 88.6m (290.7ft),  Curb-To-Curb Width: 16.8m (55.1ft),  Out-to-Out Width: 17.8m (58.4ft)

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: 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: July 2020,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 57 1059G,  Location: 11-SD-125-13.22 (Lat: 32.743828,  Lng: -117.017378),  Route carried "on" structure: Ramp State highway 125,  Year Built: 2003,  Status: Open,  Structure Length: 39.34m (129.07ft),  Average Daily Traffic: 61,200 (year 2016),  Truck Traffic: 5%,  Average Future Daily Traffic: 90,984 (year 2042),  Design Load: HS 20,  Features Intersected: BROADWAY & CONNS
Minimum Vertical Clearance: 8.23m (27.00ft),  Kilometerpoint: 13.220,  Lanes on structure: 2,  Lanes under structure: 4,  Base Highway Network: Yes (Inventory Route: 1,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 11.7m (38.4ft),  Skew: 9 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 6,  Length of Maximum Span: 77.0m (252.6ft),  Curb-To-Curb Width: 11.7m (38.4ft),  Out-to-Out Width: 12.7m (41.7ft)

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: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2020,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 57C0354,  Location: 190FT S/O OLIVE DRIVE (Lat: 32.741461,  Lng: -117.005469),  Route carried "on" structure: County highway ,  Year Built: 1980,  Status: Open,  Structure Length: 0.93m (3.05ft),  Average Daily Traffic: 13,105 (year 2016),  Truck Traffic: 2%,  Average Future Daily Traffic: 15,783 (year 2038),  Features Intersected: SPRING VALLEY CREEK TRIB,  Facility Carried by Structure: BANCROFT DR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 13.7m (44.9ft),  Skew: 6 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 9.3m (30.5ft),  Curb or Sidewalk Widths: Left: 1.3m (4.3ft),  Right: 1.3m (4.3ft),  Curb-To-Curb Width: 13.7m (44.9ft),  Out-to-Out Width: 16.4m (53.8ft)

Condition: Channel: Excellent,  Culverts: Good,  Operating Rating: 54.1 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: May 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 57C0405,  Location: 0.2 MI E/O BANCROFT DR (Lat: 32.741911,  Lng: -117.001094),  Route carried "on" structure: City street ,  Year Built: 1986,  Status: Open,  Structure Length: 1.16m (3.81ft),  Average Daily Traffic: 2,033 (year 2019),  Truck Traffic: 5%,  Average Future Daily Traffic: 2,609 (year 2041),  Features Intersected: CASA DE ORO CREEK,  Facility Carried by Structure: OLIVE DR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 14.0m (45.9ft),  Skew: 5 degrees,  Material/Design: Concrete continuous,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.0m (9.8ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 14.0m (45.9ft),  Out-to-Out Width: 26.5m (86.9ft)

Condition: Channel: Satisfactory,  Culverts: Good,  Operating Rating: 54.1 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: August 2019,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 57C0406,  Location: 90FT N/O TYLER ST (Lat: 32.730792,  Lng: -117.009997),  Route carried "on" structure: County highway ,  Year Built: 1977,  Year Reconstructed: 1987,  Status: Open,  Structure Length: 1.89m (6.20ft),  Average Daily Traffic: 1,619 (year 2016),  Truck Traffic: 2%,  Average Future Daily Traffic: 2,557 (year 2038),  Features Intersected: SPRING VALLEY CREEK,  Facility Carried by Structure: CENTRAL AVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 8.5m (27.9ft),  Skew: 5 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 5.8m (19.0ft),  Curb or Sidewalk Widths: Left: 1.8m (5.9ft),  Right: 1.8m (5.9ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 12.2m (40.0ft)

Condition: Channel: Excellent,  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: Somewhat better than minimum adequacy,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: May 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 57C0411,  Location: 0.3 MI SW/O SR 94 (Lat: 32.744592,  Lng: -116.994147),  Route carried "on" structure: City street ,  Year Built: 1967,  Year Reconstructed: 1998,  Status: Open,  Structure Length: 1.52m (4.99ft),  Average Daily Traffic: 8,350 (year 2019),  Truck Traffic: 2%,  Average Future Daily Traffic: 9,724 (year 2041),  Features Intersected: CASA DE ORO CREEK,  Facility Carried by Structure: KENWOOD DR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 17.0m (55.8ft),  Skew: 4 degrees,  Material/Design: Concrete continuous,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 3.7m (12.1ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 2.9m (9.5ft),  Curb-To-Curb Width: 17.0m (55.8ft),  Out-to-Out Width: 24.4m (80.1ft)

Condition: Channel: Good,  Culverts: Good,  Operating Rating: 40.5 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 24.3 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2021

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Structure Number: 57C063,  Location: 0.3MI E/O SWEETWATER RD (Lat: 32.738644,  Lng: -117.009439),  Route carried "on" structure: County highway ,  Year Built: 1986,  Status: Open,  Structure Length: 0.79m (2.59ft),  Average Daily Traffic: 2,669 (year 2016),  Truck Traffic: 1%,  Average Future Daily Traffic: 2,800 (year 2038),  Features Intersected: SPRING VALLEY CREEK,  Facility Carried by Structure: LAMAR ST
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 9.4m (30.8ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.7m (12.1ft),  Curb or Sidewalk Widths: Left: 0.3m (1.0ft),  Right: 0.3m (1.0ft),  Curb-To-Curb Width: 14.5m (47.6ft),  Out-to-Out Width: 15.1m (49.5ft)

Condition: Channel: Excellent,  Culverts: Good,  Operating Rating: 54.1 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: May 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 57C0631,  Location: 0.33MI E/O SWEETWATER RD (Lat: 32.734556,  Lng: -117.008803),  Route carried "on" structure: County highway ,  Year Built: 1983,  Status: Open,  Structure Length: 1.01m (3.31ft),  Average Daily Traffic: 1,223 (year 2016),  Truck Traffic: 1%,  Average Future Daily Traffic: 1,360 (year 2038),  Features Intersected: SPRING VALLEY CREEK,  Facility Carried by Structure: VALENCIA ST
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 11.0m (36.1ft),  Material/Design: Concrete continuous,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 3.0m (9.8ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 11.0m (36.1ft),  Out-to-Out Width: 18.2m (59.7ft)

Condition: Channel: Excellent,  Culverts: Good,  Operating Rating: 54.1 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: May 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 57C0632,  Location: 0.35MI E/O SWEETWATER RD (Lat: 32.734561,  Lng: -117.008306),  Route carried "on" structure: County highway ,  Year Built: 1983,  Status: Open,  Structure Length: 0.79m (2.59ft),  Average Daily Traffic: 1,223 (year 2016),  Average Future Daily Traffic: 1,360 (year 2038),  Features Intersected: CASA DE ORO CREEK,  Facility Carried by Structure: VALENCIA STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 10.7m (35.1ft),  Skew: 1 degrees,  Material/Design: Concrete continuous,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.7m (12.1ft),  Curb or Sidewalk Widths: Left: 0.3m (1.0ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 11.0m (36.1ft),  Out-to-Out Width: 18.0m (59.1ft)

Condition: Channel: Excellent,  Culverts: Satisfactory,  Operating Rating: 54.1 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Equal to 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 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 57C0633,  Location: 0.42MI E/O SWEETWATER RD (Lat: 32.736797,  Lng: -117.007006),  Route carried "on" structure: County highway ,  Year Built: 1982,  Status: Open,  Structure Length: 0.98m (3.22ft),  Average Daily Traffic: 1,846 (year 2016),  Truck Traffic: 1%,  Average Future Daily Traffic: 3,741 (year 2038),  Features Intersected: CASA DE ORO CREEK,  Facility Carried by Structure: TROY STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 3,  Owner: County Highway Agency,  Approaching Roadway Width: 14.1m (46.3ft),  Skew: 4 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.7m (12.1ft),  Curb-To-Curb Width: 14.1m (46.3ft),  Out-to-Out Width: 17.0m (55.8ft)

Condition: Channel: Excellent,  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: Somewhat better than minimum adequacy,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: May 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 57C0639,  Location: 125 FT E/O BANCROFT DR (Lat: 32.749339,  Lng: -117.001283),  Route carried "on" structure: City street ,  Year Built: 1960,  Status: Open,  Structure Length: 1.25m (4.10ft),  Average Daily Traffic: 350 (year 2021),  Truck Traffic: 2%,  Average Future Daily Traffic: 375 (year 2043),  Features Intersected: SPRING VALLEY CREEK,  Facility Carried by Structure: HELIX STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 8.8m (28.9ft),  Skew: 4 degrees,  Material/Design: Concrete continuous,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 2.4m (7.9ft),  Curb-To-Curb Width: 11.3m (37.1ft),  Out-to-Out Width: 11.9m (39.0ft)

Condition: Channel: Excellent,  Culverts: Good,  Operating Rating: 40.5 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 24.3 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 57C0742,  Location: 350 FT N/O OLIVE DR. (Lat: 32.743075,  Lng: -116.998678),  Route carried "on" structure: City street ,  Year Built: 1983,  Status: Open,  Structure Length: 0.72m (2.36ft),  Average Daily Traffic: 2,624 (year 2016),  Truck Traffic: 1%,  Average Future Daily Traffic: 2,866 (year 2038),  Features Intersected: CASA DE ORO CREEK,  Facility Carried by Structure: HELIX STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 15.0m (49.2ft),  Skew: 2 degrees,  Material/Design: Concrete continuous,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.3m (10.8ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 15.0m (49.2ft),  Out-to-Out Width: 18.0m (59.1ft)

Condition: Channel: Excellent,  Culverts: Good,  Operating Rating: 54.1 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: August 2019,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 57C0746,  Location: 10.0 FT S/O KENWOOD DR. (Lat: 32.744328,  Lng: -116.994847),  Route carried "on" structure: City street ,  Year Built: 1998,  Status: Open,  Structure Length: 0.85m (2.79ft),  Average Daily Traffic: 1,057 (year 2016),  Truck Traffic: 1%,  Average Future Daily Traffic: 1,200 (year 2038),  Features Intersected: CASA DE ORO CREEK,  Facility Carried by Structure: ALEXANDRA AVENUE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 12.0m (39.4ft),  Material/Design: Concrete continuous,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 4.0m (13.1ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft)

Condition: Channel: Excellent,  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,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: August 2021

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Structure Number: 57C0751,  Location: 0.3MI E/O SWEETWATER RD (Lat: 32.736600,  Lng: -117.009144),  Route carried "on" structure: City street ,  Year Built: 1975,  Year Reconstructed: 1993,  Status: Open,  Structure Length: 0.81m (2.66ft),  Average Daily Traffic: 1,846 (year 2016),  Truck Traffic: 1%,  Average Future Daily Traffic: 3,741 (year 2038),  Features Intersected: SPRING VALLEY CREEK,  Facility Carried by Structure: TROY STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 3,  Owner: County Highway Agency,  Approaching Roadway Width: 13.5m (44.3ft),  Skew: 2 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.7m (12.1ft),  Curb or Sidewalk Widths: Left: 1.6m (5.2ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 13.5m (44.3ft),  Out-to-Out Width: 16.9m (55.4ft)

Condition: Channel: Excellent,  Culverts: Satisfactory,  Operating Rating: 54.1 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: May 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 57 0308,  Location: 11-SD-125-13.50 (Lat: 32.753111,  Lng: -117.011558),  Route carried "under" structure: County highway S157,  Year Built: 1989,  Structure Length: 0. m,  Average Daily Traffic: 41,910 (year 2015),  Truck Traffic: 2%,  Features Intersected: SPRING STREET,  Facility Carried by Structure: STATE ROUTE 125
Minimum Vertical Clearance: 4.80m (15.75ft),  Kilometerpoint: 0.000,  Lanes on structure: 7,  Lanes under structure: 5,  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 23.5m (77.1ft)

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Structure Number: 57 0572R,  Location: 11-SD-094-R11.80 (Lat: 32.746461,  Lng: -116.990056),  Route carried "under" structure: County highway ,  Year Built: 1970,  Structure Length: 0. m,  Average Daily Traffic: 8,810 (year 2019),  Truck Traffic: 2%,  Features Intersected: KENWOOD DRIVE,  Facility Carried by Structure: STATE ROUTE 94 EB
Minimum Vertical Clearance: 4.95m (16.24ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 39.0m (128.0ft)

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Structure Number: 57 0573R,  Location: 11-SD-094-R12.31 (Lat: 32.744375,  Lng: -116.981931),  Route carried "under" structure: County highway ,  Year Built: 1970,  Structure Length: 0. m,  Average Daily Traffic: 4,940 (year 2019),  Truck Traffic: 2%,  Features Intersected: BARCELONA STREET,  Facility Carried by Structure: STATE ROUTE 94 EB
Minimum Vertical Clearance: 4.60m (15.09ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 28.0m (91.9ft)

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Structure Number: 57 0574,  Location: 11-SD-094-R12.73 (Lat: 32.744489,  Lng: -116.974408),  Route carried "under" structure: State highway 94,  Year Built: 1970,  Structure Length: 0. m,  Average Daily Traffic: 68,000 (year 2019),  Truck Traffic: 5%,  Features Intersected: STATE ROUTE 94,  Facility Carried by Structure: SWEETWATER SPR BLV
Minimum Vertical Clearance: 4.80m (15.75ft),  Kilometerpoint: 12.730,  Lanes on structure: 5,  Lanes under structure: 4,  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 48.5m (159.1ft)

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Structure Number: 57 0575,  Location: 11-SD-094-R13.33 (Lat: 32.744889,  Lng: -116.964417),  Route carried "under" structure: State highway 94,  Year Built: 1970,  Structure Length: 0. m,  Average Daily Traffic: 63,000 (year 2019),  Truck Traffic: 6%,  Features Intersected: STATE ROUTE 94,  Facility Carried by Structure: AVOCADO BLVD
Minimum Vertical Clearance: 5.46m (17.91ft),  Kilometerpoint: 13.330,  Lanes on structure: 4,  Lanes under structure: 4,  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 0799R,  Location: 11-SD-094-R10.39R (Lat: 32.752761,  Lng: -117.011247),  Route carried "under" structure: County highway S157,  Year Built: 1976,  Structure Length: 0. m,  Average Daily Traffic: 39,100 (year 2020),  Truck Traffic: 2%,  Features Intersected: SPRING STREET,  Facility Carried by Structure: STATE ROUTE 94 EB
Minimum Vertical Clearance: 4.54m (14.90ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Lanes under structure: 5,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 28.3m (92.8ft)

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Structure Number: 57 0801L,  Location: 11-SD-094-M10.25L (Lat: 32.753947,  Lng: -117.010836),  Route carried "under" structure: City street ,  Year Built: 1976,  Structure Length: 0. m,  Average Daily Traffic: 25,000 (year 2018),  Truck Traffic: 3%,  Features Intersected: SR 125,CAMPO-N125,SPRING,  Facility Carried by Structure: STATE ROUTE 94 WB
Minimum Vertical Clearance: 11.35m (37.24ft),  Kilometerpoint: 0.000,  Lanes on structure: 3,  Lanes under structure: 6,  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 65.2m (213.9ft)

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Structure Number: 57 0801L,  Location: 11-SD-094-M10.25L (Lat: 32.753947,  Lng: -117.010836),  Route carried "under" structure: Ramp State highway 125,  Year Built: 1976,  Structure Length: 0. m,  Average Daily Traffic: 39,000 (year 2020),  Truck Traffic: 1%,  Features Intersected: SR 125,CAMPO-N125,SPRING,  Facility Carried by Structure: STATE ROUTE 94 WB
Minimum Vertical Clearance: 9.14m (29.99ft),  Kilometerpoint: 13.640,  Lanes on structure: 3,  Lanes under structure: 2,  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 65.2m (213.9ft)

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Structure Number: 57 0801L,  Location: 11-SD-094-M10.25L (Lat: 32.753947,  Lng: -117.010836),  Route carried "under" structure: State highway 125,  Year Built: 1976,  Structure Length: 0. m,  Average Daily Traffic: 164,000 (year 2020),  Truck Traffic: 4%,  Features Intersected: SR 125,CAMPO-N125,SPRING,  Facility Carried by Structure: STATE ROUTE 94 WB
Minimum Vertical Clearance: 5.79m (19.00ft),  Kilometerpoint: 13.550,  Lanes on structure: 3,  Lanes under structure: 7,  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 65.2m (213.9ft)

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Structure Number: 57 1056G,  Location: 11-SD-125-13.22 (Lat: 32.745236,  Lng: -117.017892),  Route carried "under" structure: Ramp State highway 125,  Year Built: 2003,  Structure Length: 0. m,  Average Daily Traffic: 8,400 (year 2016),  Truck Traffic: 5%,  Features Intersected: SR 125 & SR 94 & CONNS
Minimum Vertical Clearance: 7.93m (26.02ft),  Kilometerpoint: 13.220,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 80.0m (262.5ft)

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Structure Number: 57 1056G,  Location: 11-SD-125-13.22 (Lat: 32.745236,  Lng: -117.017892),  Route carried "under" structure: State highway 94,  Year Built: 2003,  Structure Length: 0. m,  Average Daily Traffic: 144,000 (year 2018),  Truck Traffic: 5%,  Features Intersected: SR 125 & SR 94 & CONNS
Minimum Vertical Clearance: 5.67m (18.60ft),  Kilometerpoint: 9.660,  Lanes on structure: 2,  Lanes under structure: 6,  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 80.0m (262.5ft)

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Structure Number: 57 1056G,  Location: 11-SD-125-13.22 (Lat: 32.745236,  Lng: -117.017892),  Route carried "under" structure: Ramp State highway 94,  Year Built: 2003,  Structure Length: 0. m,  Average Daily Traffic: 72,000 (year 2018),  Truck Traffic: 5%,  Features Intersected: SR 125 & SR 94 & CONNS
Minimum Vertical Clearance: 5.58m (18.31ft),  Kilometerpoint: 9.690,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 80.0m (262.5ft)

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Structure Number: 57 1056G,  Location: 11-SD-125-13.22 (Lat: 32.745236,  Lng: -117.017892),  Route carried "under" structure: City street ,  Year Built: 2003,  Structure Length: 0. m,  Average Daily Traffic: 27,500 (year 2015),  Truck Traffic: 5%,  Features Intersected: SR 125 & SR 94 & CONNS,  Facility Carried by Structure: N125-W94 CONNECTOR
Minimum Vertical Clearance: 22.34m (73.29ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 80.0m (262.5ft)

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Structure Number: 57 1057F,  Location: 11-SD-125-13.22 (Lat: 32.743172,  Lng: -117.017489),  Route carried "under" structure: Ramp State highway 94,  Year Built: 2003,  Structure Length: 0. m,  Average Daily Traffic: 72,000 (year 2018),  Truck Traffic: 5%,  Features Intersected: SR-94, CONNS & LOCAL RDS,  Facility Carried by Structure: S125
Minimum Vertical Clearance: 13.60m (44.62ft),  Kilometerpoint: 9.700,  Lanes on structure: 3,  Lanes under structure: 2,  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 88.6m (290.7ft)

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Structure Number: 57 1057F,  Location: 11-SD-125-13.22 (Lat: 32.743172,  Lng: -117.017489),  Route carried "under" structure: State highway 94,  Year Built: 2003,  Structure Length: 0. m,  Average Daily Traffic: 144,000 (year 2018),  Truck Traffic: 5%,  Features Intersected: SR-94, CONNS & LOCAL RDS,  Facility Carried by Structure: S125
Minimum Vertical Clearance: 15.92m (52.23ft),  Kilometerpoint: 9.750,  Lanes on structure: 3,  Lanes under structure: 6,  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 88.6m (290.7ft)

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Structure Number: 57 1057F,  Location: 11-SD-125-13.22 (Lat: 32.743172,  Lng: -117.017489),  Route carried "under" structure: Ramp State highway 125,  Year Built: 2003,  Structure Length: 0. m,  Average Daily Traffic: 18,000 (year 2016),  Truck Traffic: 5%,  Features Intersected: SR-94, CONNS & LOCAL RDS
Minimum Vertical Clearance: 5.31m (17.42ft),  Kilometerpoint: 13.220,  Lanes on structure: 3,  Lanes under structure: 2,  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 88.6m (290.7ft)

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Structure Number: 57 1057F,  Location: 11-SD-125-13.22 (Lat: 32.743172,  Lng: -117.017489),  Route carried "under" structure: City street ,  Year Built: 2003,  Structure Length: 0. m,  Average Daily Traffic: 28,200 (year 2015),  Truck Traffic: 5%,  Features Intersected: SR-94, CONNS & LOCAL RDS,  Facility Carried by Structure: S125
Minimum Vertical Clearance: 19.70m (64.63ft),  Kilometerpoint: 0.000,  Lanes on structure: 3,  Lanes under structure: 4,  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 88.6m (290.7ft)

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Structure Number: 57 1057F,  Location: 11-SD-125-13.22 (Lat: 32.743172,  Lng: -117.017489),  Route carried "under" structure: City street ,  Year Built: 2003,  Structure Length: 0. m,  Average Daily Traffic: 27,500 (year 2015),  Truck Traffic: 5%,  Features Intersected: SR-94, CONNS & LOCAL RDS,  Facility Carried by Structure: S125
Minimum Vertical Clearance: 32.65m (107.12ft),  Kilometerpoint: 0.000,  Lanes on structure: 3,  Lanes under structure: 4,  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 88.6m (290.7ft)

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Structure Number: 57 1059G,  Location: 11-SD-125-13.22 (Lat: 32.743828,  Lng: -117.017378),  Route carried "under" structure: City street ,  Year Built: 2003,  Structure Length: 0. m,  Average Daily Traffic: 27,500 (year 2015),  Truck Traffic: 5%,  Features Intersected: BROADWAY & CONNS,  Facility Carried by Structure: 125N CONNECTOR
Minimum Vertical Clearance: 6.52m (21.39ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 77.0m (252.6ft)

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Structure Number: 57 1060G,  Location: 11-SD-125-13.22 (Lat: 32.742567,  Lng: -117.016544),  Route carried "under" structure: City street ,  Year Built: 2003,  Structure Length: 0. m,  Average Daily Traffic: 27,500 (year 2015),  Truck Traffic: 5%,  Features Intersected: SWEETWATER RD & BROADWAY,  Facility Carried by Structure: N125 TO E94
Minimum Vertical Clearance: 16.94m (55.58ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 80.0m (262.5ft)

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Structure Number: 57 1060G,  Location: 11-SD-125-13.22 (Lat: 32.742567,  Lng: -117.016544),  Route carried "under" structure: City street ,  Year Built: 2003,  Structure Length: 0. m,  Average Daily Traffic: 28,200 (year 2015),  Truck Traffic: 5%,  Features Intersected: SWEETWATER RD & BROADWAY,  Facility Carried by Structure: N125 TO E94
Minimum Vertical Clearance: 6.70m (21.98ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 80.0m (262.5ft)