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

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Structure Number: 56 0266,  Location: 08-RIV-111-15.78 (Lat: 33.546561,  Lng: -116.044347),  Route carried "on" structure: State highway 111,  Year Built: 1949,  Year Reconstructed: 1992,  Status: Open,  Structure Length: 0.82m (2.69ft),  Average Daily Traffic: 2,700 (year 2012),  Truck Traffic: 11%,  Average Future Daily Traffic: 4,263 (year 2038),  Features Intersected: NOE WASH
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 15.780,  Lanes on structure: 2,  Base Highway Network: Yes (Inventory Route: 1,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 9.8m (32.2ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 2.7m (8.9ft),  Curb-To-Curb Width: 9.8m (32.2ft),  Out-to-Out Width: 14.6m (47.9ft)

Condition: Channel: Good,  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: Meets minimum limits,  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

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Structure Number: 56 0267,  Location: 08-RIV-111-17.07 (Lat: 33.555219,  Lng: -116.064031),  Route carried "on" structure: State highway 111,  Year Built: 1948,  Status: Open,  Structure Length: 0.64m (2.10ft),  Average Daily Traffic: 2,700 (year 2012),  Truck Traffic: 11%,  Average Future Daily Traffic: 4,263 (year 2038),  Features Intersected: FLATBUSH WASH
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 17.070,  Lanes on structure: 2,  Base Highway Network: Yes (Inventory Route: 1,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 9.8m (32.2ft),  Skew: 3 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 2.4m (7.9ft),  Curb-To-Curb Width: 9.8m (32.2ft),  Out-to-Out Width: 15.9m (52.2ft)

Condition: Channel: Good,  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: Meets minimum limits,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: May 2021

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Structure Number: 56 0268,  Location: 08-RIV-111-17.99 (Lat: 33.565206,  Lng: -116.074431),  Route carried "on" structure: State highway 111,  Year Built: 1949,  Status: Open,  Structure Length: 0.73m (2.40ft),  Average Daily Traffic: 2,700 (year 2012),  Truck Traffic: 11%,  Average Future Daily Traffic: 4,306 (year 2038),  Features Intersected: MECCA WASH
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 17.990,  Lanes on structure: 2,  Base Highway Network: Yes (Inventory Route: 1,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 9.8m (32.2ft),  Skew: 4 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 2.4m (7.9ft),  Curb-To-Curb Width: 9.8m (32.2ft),  Out-to-Out Width: 14.3m (46.9ft)

Condition: Channel: Good,  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: Meets minimum limits,  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

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Structure Number: 56 0274,  Location: 08-RIV-111-14.03 (Lat: 33.536636,  Lng: -116.016542),  Route carried "on" structure: State highway 111,  Year Built: 1951,  Year Reconstructed: 1997,  Status: Open,  Structure Length: 0.79m (2.59ft),  Average Daily Traffic: 2,700 (year 2012),  Truck Traffic: 11%,  Average Future Daily Traffic: 4,263 (year 2038),  Design Load: HS 20,  Features Intersected: CALEB WASH
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 14.030,  Lanes on structure: 2,  Base Highway Network: Yes (Inventory Route: 1,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 9.8m (32.2ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 2.7m (8.9ft),  Curb-To-Curb Width: 9.8m (32.2ft),  Out-to-Out Width: 16.9m (55.4ft)

Condition: Channel: Very good,  Culverts: Good,  Operating Rating: 54.1 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: 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: 56 0275,  Location: 08-RIV-111-13.56 (Lat: 33.535933,  Lng: -116.008483),  Route carried "on" structure: State highway 111,  Year Built: 1951,  Year Reconstructed: 1997,  Status: Open,  Structure Length: 0.79m (2.59ft),  Average Daily Traffic: 2,700 (year 2012),  Truck Traffic: 11%,  Average Future Daily Traffic: 4,263 (year 2038),  Design Load: HS 20,  Features Intersected: ZIMMERER WASH
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 13.560,  Lanes on structure: 2,  Base Highway Network: Yes (Inventory Route: 1,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 9.8m (32.2ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 2.4m (7.9ft),  Curb-To-Curb Width: 9.8m (32.2ft),  Out-to-Out Width: 16.9m (55.4ft)

Condition: Channel: Satisfactory,  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: Meets minimum limits,  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: 56 0294,  Location: 08-RIV-111-15.34 (Lat: 33.543675,  Lng: -116.037506),  Route carried "on" structure: State highway 111,  Year Built: 1951,  Year Reconstructed: 1997,  Status: Open,  Structure Length: 0.79m (2.59ft),  Average Daily Traffic: 2,700 (year 2012),  Truck Traffic: 11%,  Average Future Daily Traffic: 4,263 (year 2038),  Design Load: HS 20,  Features Intersected: VINE DITCH
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 15.340,  Lanes on structure: 2,  Base Highway Network: Yes (Inventory Route: 1,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 9.8m (32.2ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 2.7m (8.9ft),  Curb-To-Curb Width: 9.8m (32.2ft),  Out-to-Out Width: 16.9m (55.4ft)

Condition: Channel: Good,  Culverts: Good,  Operating Rating: 54.1 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: 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: 56 0376,  Location: 08-RIV-111-18.38 (Lat: 33.569872,  Lng: -116.078461),  Route carried "on" structure: State highway 111,  Year Built: 1949,  Year Reconstructed: 1972,  Status: Open,  Structure Length: 9.70m (31.82ft),  Average Daily Traffic: 4,400 (year 2012),  Truck Traffic: 11%,  Average Future Daily Traffic: 7,829 (year 2038),  Features Intersected: LINCOLN DRAINAGE DITCH
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 18.380,  Lanes on structure: 3,  Base Highway Network: Yes (Inventory Route: 1,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 15.7m (51.5ft),  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: 15.7m (51.5ft),  Out-to-Out Width: 16.9m (55.4ft)

Condition: Channel: Very good,  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: 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: May 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 56 0758L,  Location: 08-RIV-086-R12.45 (Lat: 33.590711,  Lng: -116.096258),  Route carried "on" structure: State highway 86,  Year Built: 1998,  Status: Open,  Structure Length: 26.80m (87.93ft),  Average Daily Traffic: 143,000 (year 2012),  Truck Traffic: 20%,  Average Future Daily Traffic: 177,936 (year 2038),  Design Load: HS 20+Mod,  Features Intersected: STATE ROUTE 111 & UP RR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 12.450,  Lanes on structure: 2,  Lanes under structure: 3,  Base Highway Network: Yes (Inventory Route: 8,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 11.9m (39.0ft),  Skew: 9 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Single/Spread,  Number Of Spans In Main Unit: 6,  Number Of Approach Spans: 2,  Length of Maximum Span: 42.7m (140.1ft),  Curb-To-Curb Width: 11.9m (39.0ft),  Out-to-Out Width: 12.9m (42.3ft)

Condition: Deck: Good,  Superstructure: Fair,  Substructure: Good,  Operating Rating: 54.1 metric tons,  Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Better than present minimum criteria,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 56 0758R,  Location: 08-RIV-086-R12.45 (Lat: 33.590447,  Lng: -116.095833),  Route carried "on" structure: State highway 86,  Year Built: 1998,  Status: Open,  Structure Length: 25.91m (85.01ft),  Average Daily Traffic: 143,000 (year 2012),  Truck Traffic: 20%,  Average Future Daily Traffic: 177,936 (year 2038),  Design Load: HS 20+Mod,  Features Intersected: STATE ROUTE 111 & UP RR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 12.450,  Lanes on structure: 2,  Lanes under structure: 3,  Base Highway Network: Yes (Inventory Route: 8,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 11.9m (39.0ft),  Skew: 9 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Single/Spread,  Number Of Spans In Main Unit: 7,  Length of Maximum Span: 40.5m (132.9ft),  Curb-To-Curb Width: 11.9m (39.0ft),  Out-to-Out Width: 12.9m (42.3ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Good,  Operating Rating: 54.1 metric tons,  Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Better than present minimum criteria,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 56 0780R,  Location: 08-RIV-086-R11.94 (Lat: 33.583828,  Lng: -116.095769),  Route carried "on" structure: State highway 86,  Year Built: 1998,  Status: Open,  Structure Length: 3.17m (10.40ft),  Average Daily Traffic: 143,000 (year 2012),  Truck Traffic: 20%,  Average Future Daily Traffic: 177,936 (year 2038),  Design Load: HS 20+Mod,  Features Intersected: CVWD PIPELINE UC
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 11.940,  Lanes on structure: 2,  Base Highway Network: Yes (Inventory Route: 8,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 11.9m (39.0ft),  Skew: 4 degrees,  Material/Design: Concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 10.9m (35.8ft),  Curb-To-Curb Width: 11.9m (39.0ft),  Out-to-Out Width: 11.9m (39.0ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Good,  Operating Rating: 54.1 metric tons,  Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 56 0812,  Location: 08-RIV-086-R11.64 (Lat: 33.580222,  Lng: -116.095350),  Route carried "on" structure: State highway 86,  Year Built: 2000,  Status: Open,  Structure Length: 0.62m (2.03ft),  Average Daily Traffic: 143,000 (year 2012),  Truck Traffic: 14%,  Average Future Daily Traffic: 177,936 (year 2038),  Design Load: HS 20+Mod,  Features Intersected: BUCHANAN CHANNEL
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 11.640,  Lanes on structure: 4,  Base Highway Network: Yes (Inventory Route: 8,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 30.2m (99.1ft),  Skew: 9 degrees,  Material/Design: Concrete continuous,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.1m (10.2ft)

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 24 months,  Inspection Date: April 2021

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Structure Number: 56C0173,  Location: 0.5 MI NE/O GARFIELD ST (Lat: 33.573939,  Lng: -116.001831),  Route carried "on" structure: County highway ,  Year Built: 1947,  Status: Open,  Structure Length: 1.92m (6.30ft),  Average Daily Traffic: 721 (year 2012),  Truck Traffic: 2%,  Average Future Daily Traffic: 612 (year 2040),  Design Load: H 15,  Features Intersected: COACHELLA CANAL,  Facility Carried by Structure: BOX CANYON 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: Tee Beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 10.4m (34.1ft),  Curb or Sidewalk Widths: Left: 0.3m (1.0ft),  Right: 0.3m (1.0ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 8.8m (28.9ft)

Condition: Deck: Fair,  Superstructure: Good,  Substructure: Fair,  Channel: Excellent,  Operating Rating: 19.8 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: 13.9 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: Meets minimum limits,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2020,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 56C0174,  Location: 0.01 MI. E/O RTE 111 HWY (Lat: 33.570989,  Lng: -116.079364),  Route carried "on" structure: County highway ,  Year Built: 1948,  Year Reconstructed: 2018,  Status: Open,  Structure Length: 0.79m (2.59ft),  Average Daily Traffic: 7,576 (year 2013),  Truck Traffic: 1%,  Average Future Daily Traffic: 8,161 (year 2040),  Design Load: H 20,  Features Intersected: LINCOLN DRAIN DITCH,  Facility Carried by Structure: 66TH AVENUE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 3,  Owner: County Highway Agency,  Approaching Roadway Width: 9.1m (29.9ft),  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: 15.5m (50.9ft),  Out-to-Out Width: 21.0m (68.9ft)

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,  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 48 months,  Inspection Date: October 2020

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Structure Number: 56C0592,  Location: 0.1 MI SW/O 64TH AVE (Lat: 33.589097,  Lng: -116.095339),  Route carried "on" structure: County highway ,  Year Built: 1949,  Status: Open,  Structure Length: 1.13m (3.71ft),  Average Daily Traffic: 1,601 (year 2021),  Truck Traffic: 9%,  Average Future Daily Traffic: 15,451 (year 2039),  Design Load: HS 20,  Features Intersected: HAZY DITCH,  Facility Carried by Structure: GRAPEFRUIT BLVD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: County Highway Agency,  Approaching Roadway Width: 11.3m (37.1ft),  Skew: 5 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.0m (9.8ft),  Curb-To-Curb Width: 11.3m (37.1ft),  Out-to-Out Width: 12.5m (41.0ft)

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: Equal to 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: June 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 56 0758L,  Location: 08-RIV-086-R12.45 (Lat: 33.590711,  Lng: -116.096258),  Route carried "under" structure: County highway ,  Year Built: 1998,  Structure Length: 0. m,  Average Daily Traffic: 1,000 (year 2009),  Truck Traffic: 7%,  Features Intersected: STATE ROUTE 111 & UP RR,  Facility Carried by Structure: STATE ROUTE 86S SB
Minimum Vertical Clearance: 7.16m (23.49ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 3,  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Single/Spread,  Length of Maximum Span: 42.7m (140.1ft)

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Structure Number: 56 0758R,  Location: 08-RIV-086-R12.45 (Lat: 33.590447,  Lng: -116.095833),  Route carried "under" structure: County highway ,  Year Built: 1998,  Structure Length: 0. m,  Average Daily Traffic: 1,000 (year 2009),  Truck Traffic: 6%,  Features Intersected: STATE ROUTE 111 & UP RR,  Facility Carried by Structure: STATE ROUTE 86S NB
Minimum Vertical Clearance: 7.09m (23.26ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 3,  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Single/Spread,  Length of Maximum Span: 40.5m (132.9ft)