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

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Structure Number: 58 0248,  Location: 11-IMP-008-R33.99 (Lat: 32.773864,  Lng: -115.620622),  Route carried "on" structure: County highway W972,  Year Built: 1967,  Status: Open,  Structure Length: 5.43m (17.81ft),  Average Daily Traffic: 2,770 (year 2019),  Truck Traffic: 10%,  Average Future Daily Traffic: 7,963 (year 2038),  Design Load: HS 20,  Features Intersected: INTERSTATE 8,  Facility Carried by Structure: FORESTER ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 9.8m (32.2ft),  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 27.1m (88.9ft),  Curb-To-Curb Width: 9.8m (32.2ft),  Out-to-Out Width: 10.4m (34.1ft)

Condition: Deck: Fair,  Superstructure: Good,  Substructure: Good,  Operating Rating: 45.4 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: 35.0 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Meets minimum limits,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2020,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 58 0249L,  Location: 11-IMP-008-R35.47 (Lat: 32.773992,  Lng: -115.595194),  Route carried "on" structure: Interstate 8,  Year Built: 1967,  Status: Open,  Structure Length: 7.04m (23.10ft),  Average Daily Traffic: 8,700 (year 2019),  Truck Traffic: 14%,  Average Future Daily Traffic: 17,972 (year 2038),  Design Load: HS 20+Mod,  Features Intersected: CENTRAL MAIN CANAL,AUSTN
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 35.470,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes (,  Subroute: 3),  Owner: State Highway Agency,  Approaching Roadway Width: 11.9m (39.0ft),  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 27.4m (89.9ft),  Curb-To-Curb Width: 11.9m (39.0ft),  Out-to-Out Width: 12.5m (41.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Satisfactory,  Operating Rating: 45.4 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: 35.0 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Underclear: Better than present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2020,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 58 0249R,  Location: 11-IMP-008-R35.47 (Lat: 32.773747,  Lng: -115.595197),  Route carried "on" structure: Interstate 8,  Year Built: 1967,  Status: Open,  Structure Length: 7.04m (23.10ft),  Average Daily Traffic: 8,700 (year 2019),  Truck Traffic: 14%,  Average Future Daily Traffic: 17,972 (year 2038),  Design Load: HS 20+Mod,  Features Intersected: CENTRAL MAIN CANAL,AUSTN
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 35.470,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes (,  Subroute: 3),  Owner: State Highway Agency,  Approaching Roadway Width: 11.9m (39.0ft),  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 27.4m (89.9ft),  Curb-To-Curb Width: 11.9m (39.0ft),  Out-to-Out Width: 12.5m (41.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Satisfactory,  Operating Rating: 45.0 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: 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: Equal to present minimum criteria,  Underclear: Equal to present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2020,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 58 025,  Location: 11-IMP-008-R36.46-ECN (Lat: 32.774161,  Lng: -115.578317),  Route carried "on" structure: County highway Y669,  Year Built: 1967,  Status: Open,  Structure Length: 5.43m (17.81ft),  Average Daily Traffic: 5,040 (year 2009),  Truck Traffic: 10%,  Average Future Daily Traffic: 7,990 (year 2038),  Design Load: HS 20,  Features Intersected: INTERSTATE 8,  Facility Carried by Structure: LA BRUCHERIE ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 9.8m (32.2ft),  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 27.1m (88.9ft),  Curb-To-Curb Width: 9.8m (32.2ft),  Out-to-Out Width: 10.4m (34.1ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 45.4 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: 35.0 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Meets minimum limits,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: April 2018,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 58 0251,  Location: 11-IMP-008-R36.97-ECN (Lat: 32.774156,  Lng: -115.569522),  Route carried "on" structure: City street Y671,  Year Built: 1967,  Status: Open,  Structure Length: 6.58m (21.59ft),  Average Daily Traffic: 23,361 (year 2019),  Truck Traffic: 5%,  Average Future Daily Traffic: 31,536 (year 2038),  Design Load: HS 20,  Features Intersected: INTERSTATE 8,  Facility Carried by Structure: E8-IMPERIAL-E8
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 5,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 9.8m (32.2ft),  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: 37.5m (123.0ft),  Curb-To-Curb Width: 9.8m (32.2ft),  Out-to-Out Width: 10.4m (34.1ft)

Condition: Deck: Fair,  Superstructure: Good,  Substructure: Good,  Operating Rating: 49.2 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: 37.9 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Meets minimum limits,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2020,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 58 0252,  Location: 11-IMP-008-R37.46-ECN (Lat: 32.774100,  Lng: -115.561147),  Route carried "on" structure: City street Y673,  Year Built: 1967,  Status: Open,  Structure Length: 5.43m (17.81ft),  Average Daily Traffic: 9,650 (year 2019),  Truck Traffic: 6%,  Average Future Daily Traffic: 15,979 (year 2038),  Design Load: HS 20,  Features Intersected: INTERSTATE 8,  Facility Carried by Structure: EIGHTH STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 9.8m (32.2ft),  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 27.1m (88.9ft),  Curb-To-Curb Width: 9.8m (32.2ft),  Out-to-Out Width: 10.4m (34.1ft)

Condition: Deck: Fair,  Superstructure: Good,  Substructure: Good,  Operating Rating: 45.4 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: 35.0 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Meets minimum limits,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2020,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 58 0253L,  Location: 11-IMP-008-R37.96-ECN (Lat: 32.773881,  Lng: -115.552450),  Route carried "on" structure: Interstate 8,  Year Built: 1967,  Status: Open,  Structure Length: 4.63m (15.19ft),  Average Daily Traffic: 16,000 (year 2019),  Truck Traffic: 11%,  Average Future Daily Traffic: 33,890 (year 2038),  Design Load: HS 20,  Features Intersected: STATE ROUTE 86
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 37.960,  Lanes on structure: 2,  Lanes under structure: 5,  Base Highway Network: Yes (,  Subroute: 3),  Owner: State Highway Agency,  Approaching Roadway Width: 11.9m (39.0ft),  Skew: 1 degrees,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 16.2m (53.1ft),  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: 41.8 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 32.1 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: 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 2020,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 58 0253R,  Location: 11-IMP-008-R37.96-ECN (Lat: 32.773633,  Lng: -115.552447),  Route carried "on" structure: Interstate 8,  Year Built: 1967,  Status: Open,  Structure Length: 4.63m (15.19ft),  Average Daily Traffic: 17,000 (year 2019),  Truck Traffic: 10%,  Average Future Daily Traffic: 37,287 (year 2038),  Design Load: HS 20,  Features Intersected: STATE ROUTE 86
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 37.960,  Lanes on structure: 2,  Lanes under structure: 6,  Base Highway Network: Yes (,  Subroute: 3),  Owner: State Highway Agency,  Approaching Roadway Width: 11.9m (39.0ft),  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 16.2m (53.1ft),  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: 41.8 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 32.1 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: 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 2020,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 58 0254L,  Location: 11-IMP-008-R38.48-ECN (Lat: 32.773844,  Lng: -115.543533),  Route carried "on" structure: Interstate 8,  Year Built: 1967,  Status: Open,  Structure Length: 3.96m (12.99ft),  Average Daily Traffic: 17,250 (year 2019),  Truck Traffic: 10%,  Average Future Daily Traffic: 46,727 (year 2038),  Design Load: HS 20+Mod,  Features Intersected: UP RR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 38.480,  Lanes on structure: 2,  Base Highway Network: Yes (,  Subroute: 3),  Owner: State Highway Agency,  Approaching Roadway Width: 11.9m (39.0ft),  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: 15.2m (49.9ft),  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: 41.8 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 31.4 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: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2020,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 58 0254R,  Location: 11-IMP-008-R38.48-ECN (Lat: 32.773603,  Lng: -115.543433),  Route carried "on" structure: Interstate 8,  Year Built: 1967,  Status: Open,  Structure Length: 3.96m (12.99ft),  Average Daily Traffic: 17,250 (year 2019),  Truck Traffic: 10%,  Average Future Daily Traffic: 46,727 (year 2038),  Design Load: HS 20+Mod,  Features Intersected: UP RR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 38.480,  Lanes on structure: 2,  Base Highway Network: Yes (,  Subroute: 3),  Owner: State Highway Agency,  Approaching Roadway Width: 11.9m (39.0ft),  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: 15.2m (49.9ft),  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: 41.8 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 31.4 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: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2020,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 58 0256L,  Location: 11-IMP-008-R40.92 (Lat: 32.773853,  Lng: -115.501531),  Route carried "on" structure: Interstate 8,  Year Built: 1967,  Status: Open,  Structure Length: 6.40m (21.00ft),  Average Daily Traffic: 16,000 (year 2019),  Truck Traffic: 10%,  Average Future Daily Traffic: 44,160 (year 2038),  Design Load: HS 20,  Features Intersected: STATE ROUTE 111
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 40.920,  Lanes on structure: 3,  Lanes under structure: 4,  Base Highway Network: Yes (,  Subroute: 3),  Owner: State Highway Agency,  Approaching Roadway Width: 17.1m (56.1ft),  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 32.0m (105.0ft),  Curb-To-Curb Width: 17.1m (56.1ft),  Out-to-Out Width: 17.7m (58.1ft)

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

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Structure Number: 58 0256R,  Location: 11-IMP-008-R40.92 (Lat: 32.773561,  Lng: -115.501553),  Route carried "on" structure: Interstate 8,  Year Built: 1967,  Status: Open,  Structure Length: 6.40m (21.00ft),  Average Daily Traffic: 16,000 (year 2019),  Truck Traffic: 10%,  Average Future Daily Traffic: 44,160 (year 2038),  Design Load: HS 20,  Features Intersected: STATE ROUTE 111
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 40.920,  Lanes on structure: 3,  Lanes under structure: 4,  Base Highway Network: Yes (,  Subroute: 3),  Owner: State Highway Agency,  Approaching Roadway Width: 15.5m (50.9ft),  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 32.0m (105.0ft),  Curb-To-Curb Width: 16.9m (55.4ft),  Out-to-Out Width: 17.5m (57.4ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 45.7 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: 35.3 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: 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 2020,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 58 033,  Location: 11-IMP-007-S0.35 (Lat: 32.683244,  Lng: -115.387147),  Route carried "on" structure: Spur State highway 7,  Year Built: 1996,  Status: Open,  Structure Length: 3.00m (9.84ft),  Average Daily Traffic: 9,400 (year 2019),  Truck Traffic: 40%,  Average Future Daily Traffic: 12,201 (year 2041),  Design Load: HS 20+Mod,  Features Intersected: SOUTH ALAMO CANAL
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.350,  Lanes on structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 23.9m (78.4ft),  Skew: 20 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 28.8m (94.5ft),  Curb-To-Curb Width: 23.9m (78.4ft),  Out-to-Out Width: 24.9m (81.7ft)

Condition: Deck: Fair,  Superstructure: Good,  Substructure: 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: Superior to present desirable criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2020,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 58 035,  Location: 11-IMP-098-45.63 (Lat: 32.698489,  Lng: -115.281325),  Route carried "on" structure: State highway 98,  Year Built: 1938,  Status: Open,  Structure Length: 1.70m (5.58ft),  Average Daily Traffic: 2,850 (year 2011),  Truck Traffic: 10%,  Average Future Daily Traffic: 7,651 (year 2038),  Features Intersected: EAST HIGHLINE CANAL #2
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 45.630,  Lanes on structure: 2,  Base Highway Network: Yes (,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 12.1m (39.7ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 3.3m (10.8ft),  Curb-To-Curb Width: 12.1m (39.7ft),  Out-to-Out Width: 23.0m (75.5ft)

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: Somewhat better than minimum adequacy,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 60 months,  Inspection Date: Febuary 2021,  Underwater Inspection Date: January 2022

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Structure Number: 58 0351,  Location: 11-IMP-008-R39.00-ECN (Lat: 32.773944,  Lng: -115.535250),  Route carried "on" structure: City street Y565,  Year Built: 2017,  Status: Open,  Structure Length: 6.10m (20.01ft),  Average Daily Traffic: 4,070 (year 2019),  Truck Traffic: 4%,  Average Future Daily Traffic: 8,906 (year 2038),  Design Load: HL 93,  Features Intersected: INTERSTATE 8,  Facility Carried by Structure: DOGWOOD ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 6,  Lanes under structure: 5,  Owner: State Highway Agency,  Approaching Roadway Width: 25.6m (84.0ft),  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 30.5m (100.1ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 25.6m (84.0ft),  Out-to-Out Width: 29.3m (96.1ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 42.1 metric tons,  Method Used To Determine Operating Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported by rating factor (RF) using HL93 loadings,  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported by rating factor (RF) using HL93 loadings,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Underclear: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2020,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 58C0066,  Location: 25 FT E/O AUSTIN RD (Lat: 32.796508,  Lng: -115.594814),  Route carried "on" structure: County highway ,  Year Built: 1940,  Status: Open,  Structure Length: 1.55m (5.09ft),  Average Daily Traffic: 10,500 (year 2016),  Truck Traffic: 1%,  Average Future Daily Traffic: 12,854 (year 2038),  Features Intersected: CENTRAL MAIN CANAL,  Facility Carried by Structure: EVAN HEWES HWY
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 9.1m (29.9ft),  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 9.1m (29.9ft),  Curb or Sidewalk Widths: Left: 0.9m (3.0ft),  Right: 0.9m (3.0ft),  Curb-To-Curb Width: 11.0m (36.1ft),  Out-to-Out Width: 13.0m (42.7ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Fair,  Channel: Very good,  Operating Rating: 54.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 58C0067,  Location: 0.6 MI N/O KUBLER RD (Lat: 32.702622,  Lng: -115.583756),  Route carried "on" structure: County highway ,  Year Built: 1973,  Status: Open,  Structure Length: 3.05m (10.01ft),  Average Daily Traffic: 800 (year 2016),  Truck Traffic: 2%,  Average Future Daily Traffic: 1,199 (year 2038),  Design Load: HS 20+Mod,  Features Intersected: NEW RIVER,  Facility Carried by Structure: LA BRUCHERIE RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 9.8m (32.2ft),  Skew: 2 degrees,  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 8.2m (26.9ft),  Curb-To-Curb Width: 9.8m (32.2ft),  Out-to-Out Width: 9.9m (32.5ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Good,  Channel: Very good,  Operating Rating: 93.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 56.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 60 months,  Inspection Date: March 2021,  Underwater Inspection Date: November 2019,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 58C0068,  Location: 2.9 MI S/O MCCABE RD (Lat: 32.710008,  Lng: -115.577461),  Route carried "on" structure: County highway ,  Year Built: 1973,  Status: Open,  Structure Length: 3.05m (10.01ft),  Average Daily Traffic: 800 (year 2016),  Truck Traffic: 1%,  Average Future Daily Traffic: 1,109 (year 2038),  Design Load: HS 20,  Features Intersected: CENTRAL MAIN CANAL,  Facility Carried by Structure: LA BRUCHERIE RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Skew: 1 degrees,  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 8.2m (26.9ft),  Curb-To-Curb Width: 9.8m (32.2ft),  Out-to-Out Width: 9.9m (32.5ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Good,  Channel: Very good,  Operating Rating: 93.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 56.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  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: March 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 58C0079,  Location: 25 FT E/O AUSTIN RD (Lat: 32.752422,  Lng: -115.594817),  Route carried "on" structure: County highway ,  Year Built: 1975,  Status: Open,  Structure Length: 1.92m (6.30ft),  Average Daily Traffic: 1,100 (year 2019),  Truck Traffic: 1%,  Average Future Daily Traffic: 1,609 (year 2041),  Design Load: HS 20,  Features Intersected: CENTRAL MAIN CANAL,  Facility Carried by Structure: MCCABE RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 8.8m (28.9ft),  Curb-To-Curb Width: 9.8m (32.2ft),  Out-to-Out Width: 9.9m (32.5ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Good,  Channel: Very good,  Operating Rating: 99.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 61.2 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  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 24 months,  Underwater Inspection Frequency: Every 60 months,  Inspection Date: March 2021,  Underwater Inspection Date: January 2022,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 58C0112,  Location: 2.0 MI E/O BROCKMAN RD (Lat: 32.716950,  Lng: -115.604225),  Route carried "on" structure: County highway ,  Year Built: 1940,  Status: Open,  Structure Length: 2.77m (9.09ft),  Average Daily Traffic: 500 (year 2016),  Truck Traffic: 1%,  Average Future Daily Traffic: 751 (year 2038),  Features Intersected: NEW RIVER,  Facility Carried by Structure: LYONS RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 7.6m (24.9ft),  Skew: 2 degrees,  Material/Design: Wood or Timber,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 6,  Length of Maximum Span: 4.6m (15.1ft),  Curb-To-Curb Width: 7.5m (24.6ft),  Out-to-Out Width: 7.9m (25.9ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Very good,  Operating Rating: 39.5 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 28.2 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 60 months,  Inspection Date: March 2021,  Underwater Inspection Date: November 2019,  Deck Structure Type: Wood or Timber,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 58C0114,  Location: 50 FT E/O AUSTIN RD (Lat: 32.723392,  Lng: -115.594769),  Route carried "on" structure: County highway ,  Year Built: 1940,  Status: Open,  Structure Length: 1.40m (4.59ft),  Average Daily Traffic: 1,000 (year 2021),  Truck Traffic: 1%,  Average Future Daily Traffic: 1,427 (year 2043),  Features Intersected: CENTRAL MAIN CANAL,  Facility Carried by Structure: WAHL RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 7.5m (24.6ft),  Material/Design: Wood or Timber,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 4.6m (15.1ft),  Curb-To-Curb Width: 7.5m (24.6ft),  Out-to-Out Width: 7.9m (25.9ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Fair,  Channel: Very good,  Operating Rating: 42.8 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 31.1 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2021,  Deck Structure Type: Wood or Timber,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 58C0215,  Location: 50 FT E/O AUSTIN RD (Lat: 32.781367,  Lng: -115.594789),  Route carried "on" structure: City street ,  Year Built: 1990,  Status: Open,  Structure Length: 0.91m (2.99ft),  Average Daily Traffic: 467 (year 2016),  Truck Traffic: 1%,  Average Future Daily Traffic: 534 (year 2038),  Features Intersected: CENTRAL MAIN CANAL,  Facility Carried by Structure: ROSS RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 2.1m (6.9ft)

Condition: Channel: Very good,  Culverts: Good,  Operating Rating: 54.1 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Better than present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: March 2021

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Structure Number: 58C0217,  Location: 50 FT E/O AUSTIN RD (Lat: 32.792717,  Lng: -115.594789),  Route carried "on" structure: County highway ,  Year Built: 1993,  Status: Open,  Structure Length: 0.91m (2.99ft),  Average Daily Traffic: 1,604 (year 2016),  Truck Traffic: 2%,  Average Future Daily Traffic: 2,137 (year 2038),  Features Intersected: CENTRAL MAIN CANAL,  Facility Carried by Structure: W. MAIN ST
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 7.8m (25.6ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 3.0m (9.8ft)

Condition: Channel: Very good,  Culverts: Good,  Operating Rating: 54.1 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Better than present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: March 2021

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Structure Number: 58 0248,  Location: 11-IMP-008-R33.99 (Lat: 32.773864,  Lng: -115.620622),  Route carried "under" structure: Interstate 8,  Year Built: 1967,  Structure Length: 0. m,  Average Daily Traffic: 12,200 (year 2019),  Truck Traffic: 16%,  Features Intersected: INTERSTATE 8,  Facility Carried by Structure: FORESTER ROAD
Minimum Vertical Clearance: 5.08m (16.67ft),  Kilometerpoint: 33.990,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 27.1m (88.9ft)

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Structure Number: 58 0249L,  Location: 11-IMP-008-R35.47 (Lat: 32.773992,  Lng: -115.595194),  Route carried "under" structure: County highway Y667,  Year Built: 1967,  Structure Length: 0. m,  Average Daily Traffic: 1,920 (year 2019),  Truck Traffic: 10%,  Features Intersected: CENTRAL MAIN CANAL,AUSTN,  Facility Carried by Structure: INTERSTATE 8 WB
Minimum Vertical Clearance: 4.74m (15.55ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 2,  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: 58 0249R,  Location: 11-IMP-008-R35.47 (Lat: 32.773747,  Lng: -115.595197),  Route carried "under" structure: County highway Y667,  Year Built: 1967,  Structure Length: 0. m,  Average Daily Traffic: 1,920 (year 2019),  Truck Traffic: 10%,  Features Intersected: CENTRAL MAIN CANAL,AUSTN,  Facility Carried by Structure: INTERSTATE 8 EB
Minimum Vertical Clearance: 4.60m (15.09ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 2,  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: 58 025,  Location: 11-IMP-008-R36.46-ECN (Lat: 32.774161,  Lng: -115.578317),  Route carried "under" structure: Interstate 8,  Year Built: 1967,  Structure Length: 0. m,  Average Daily Traffic: 17,400 (year 2009),  Truck Traffic: 10%,  Features Intersected: INTERSTATE 8,  Facility Carried by Structure: LA BRUCHERIE ROAD
Minimum Vertical Clearance: 5.05m (16.57ft),  Kilometerpoint: 36.460,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 27.1m (88.9ft)

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Structure Number: 58 0251,  Location: 11-IMP-008-R36.97-ECN (Lat: 32.774156,  Lng: -115.569522),  Route carried "under" structure: Interstate 8,  Year Built: 1967,  Structure Length: 0. m,  Average Daily Traffic: 17,400 (year 2019),  Truck Traffic: 10%,  Features Intersected: INTERSTATE 8
Minimum Vertical Clearance: 4.97m (16.31ft),  Kilometerpoint: 36.970,  Lanes on structure: 2,  Lanes under structure: 5,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 37.5m (123.0ft)

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Structure Number: 58 0252,  Location: 11-IMP-008-R37.46-ECN (Lat: 32.774100,  Lng: -115.561147),  Route carried "under" structure: Interstate 8,  Year Built: 1967,  Structure Length: 0. m,  Average Daily Traffic: 32,000 (year 2019),  Truck Traffic: 11%,  Features Intersected: INTERSTATE 8,  Facility Carried by Structure: EIGHTH STREET
Minimum Vertical Clearance: 5.02m (16.47ft),  Kilometerpoint: 37.460,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 27.1m (88.9ft)

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Structure Number: 58 0253L,  Location: 11-IMP-008-R37.96-ECN (Lat: 32.773881,  Lng: -115.552450),  Route carried "under" structure: State highway 86,  Year Built: 1967,  Structure Length: 0. m,  Average Daily Traffic: 28,500 (year 2019),  Truck Traffic: 7%,  Features Intersected: STATE ROUTE 86,  Facility Carried by Structure: INTERSTATE 8 WB
Minimum Vertical Clearance: 4.83m (15.85ft),  Kilometerpoint: 6.020,  Lanes on structure: 2,  Lanes under structure: 5,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 16.2m (53.1ft)

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Structure Number: 58 0253R,  Location: 11-IMP-008-R37.96-ECN (Lat: 32.773633,  Lng: -115.552447),  Route carried "under" structure: State highway 86,  Year Built: 1967,  Structure Length: 0. m,  Average Daily Traffic: 28,000 (year 2019),  Truck Traffic: 7%,  Features Intersected: STATE ROUTE 86,  Facility Carried by Structure: INTERSTATE 8 EB
Minimum Vertical Clearance: 4.78m (15.68ft),  Kilometerpoint: 6.020,  Lanes on structure: 2,  Lanes under structure: 6,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 16.2m (53.1ft)

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Structure Number: 58 0256L,  Location: 11-IMP-008-R40.92 (Lat: 32.773853,  Lng: -115.501531),  Route carried "under" structure: State highway 111,  Year Built: 1967,  Structure Length: 0. m,  Average Daily Traffic: 31,500 (year 2019),  Truck Traffic: 7%,  Features Intersected: STATE ROUTE 111,  Facility Carried by Structure: INTERSTATE 8 WB
Minimum Vertical Clearance: 4.80m (15.75ft),  Kilometerpoint: 7.710,  Lanes on structure: 3,  Lanes under structure: 4,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 32.0m (105.0ft)

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Structure Number: 58 0256R,  Location: 11-IMP-008-R40.92 (Lat: 32.773561,  Lng: -115.501553),  Route carried "under" structure: State highway 111,  Year Built: 1967,  Structure Length: 0. m,  Average Daily Traffic: 31,500 (year 2019),  Truck Traffic: 7%,  Features Intersected: STATE ROUTE 111,  Facility Carried by Structure: INTERSTATE 8 EB
Minimum Vertical Clearance: 4.70m (15.42ft),  Kilometerpoint: 7.710,  Lanes on structure: 3,  Lanes under structure: 4,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 32.0m (105.0ft)

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Structure Number: 58 0331,  Location: 11-IMP-008-R36.45-ECN (Lat: 32.774206,  Lng: -115.578358),  Route carried "under" structure: Interstate 8,  Year Built: 1996,  Structure Length: 0. m,  Average Daily Traffic: 17,400 (year 2009),  Truck Traffic: 10%,  Features Intersected: INTERSTATE 8,  Facility Carried by Structure: PEDESTRIAN WALKWAY
Minimum Vertical Clearance: 5.90m (19.36ft),  Kilometerpoint: 36.450,  Lanes under structure: 4,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Single/Spread,  Length of Maximum Span: 27.7m (90.9ft)

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Structure Number: 58 0332,  Location: 11-IMP-008-R37.45-ECN (Lat: 32.774136,  Lng: -115.561181),  Route carried "under" structure: Interstate 8,  Year Built: 1996,  Structure Length: 0. m,  Average Daily Traffic: 32,000 (year 2019),  Truck Traffic: 11%,  Features Intersected: INTERSTATE 8,  Facility Carried by Structure: PEDESTRIAN WALKWAY
Minimum Vertical Clearance: 5.90m (19.36ft),  Kilometerpoint: 37.450,  Lanes under structure: 4,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Single/Spread,  Length of Maximum Span: 27.7m (90.9ft)

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Structure Number: 58 0351,  Location: 11-IMP-008-R39.00-ECN (Lat: 32.773944,  Lng: -115.535250),  Route carried "under" structure: Interstate 8,  Year Built: 2017,  Structure Length: 0. m,  Average Daily Traffic: 34,500 (year 2019),  Truck Traffic: 10%,  Features Intersected: INTERSTATE 8,  Facility Carried by Structure: DOGWOOD ROAD
Minimum Vertical Clearance: 5.69m (18.67ft),  Kilometerpoint: 39.000,  Lanes on structure: 6,  Lanes under structure: 5,  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 30.5m (100.1ft)