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

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Structure Number: 56 0226,  Location: 08-RIV-111-R34.32-IND (Lat: 33.716667,  Lng: -116.300000),  Route carried "on" structure: State highway 111,  Year Built: 1970,  Status: Open,  Structure Length: 5.03m (16.50ft),  Average Daily Traffic: 29,000 (year 2001),  Truck Traffic: 8%,  Average Future Daily Traffic: 36,184 (year 2029),  Design Load: HS 20,  Features Intersected: DEEP CANYON WASH
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 34.320,  Lanes on structure: 5,  Base Highway Network: Yes (Inventory Route: 1,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 26.2m (86.0ft),  Skew: 11 degrees,  Material/Design: Concrete continuous,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 20.4m (66.9ft),  Curb-To-Curb Width: 26.2m (86.0ft),  Out-to-Out Width: 26.8m (87.9ft)

Condition: Deck: Fair,  Superstructure: Good,  Substructure: Good,  Channel: Very good,  Operating Rating: 92.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 55.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2007,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 56 0427,  Location: 08-RIV-010-R52.34-IND (Lat: 33.750000,  Lng: -116.270000),  Route carried "on" structure: County highway ,  Year Built: 1960,  Status: Open,  Structure Length: 6.61m (21.69ft),  Average Daily Traffic: 38,500 (year 1960),  Truck Traffic: 14%,  Average Future Daily Traffic: 55,354 (year 2028),  Design Load: HS 20,  Features Intersected: ROUTE 10,  Facility Carried by Structure: JEFFERSON ST
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 52.340,  Lanes on structure: 2,  Lanes under structure: 6,  Owner: State Highway Agency,  Approaching Roadway Width: 8.5m (27.9ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Number Of Approach Spans: 2,  Length of Maximum Span: 21.6m (70.9ft),  Curb or Sidewalk Widths: Left: 0.5m (1.6ft),  Right: 0.5m (1.6ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 10.3m (33.8ft)

Condition: Deck: Satisfactory,  Superstructure: Very good,  Substructure: Good,  Operating Rating: 68.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Meets minimum limits,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2006,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 56 0610L,  Location: 08-RIV-010-R53.8-IND (Lat: 33.741667,  Lng: -116.250000),  Route carried "on" structure: Interstate 10,  Year Built: 1972,  Status: Open,  Structure Length: 20.12m (66.01ft),  Average Daily Traffic: 21,750 (year 2001),  Truck Traffic: 34%,  Average Future Daily Traffic: 60,639 (year 2028),  Design Load: HS 20,  Features Intersected: THOUSAND PALMS WASH
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 53.800,  Lanes on structure: 3,  Base Highway Network: Yes (,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 15.5m (50.9ft),  Skew: 9 degrees,  Material/Design: Concrete continuous,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 11,  Length of Maximum Span: 19.2m (63.0ft),  Curb-To-Curb Width: 15.5m (50.9ft),  Out-to-Out Width: 16.4m (53.8ft)

Condition: Deck: Fair,  Superstructure: Good,  Substructure: Good,  Channel: Very good,  Operating Rating: 99.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 57.1 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2006,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 56 0610R,  Location: 08-RIV-010-R53.8-IND (Lat: 33.741667,  Lng: -116.250000),  Route carried "on" structure: Interstate 10,  Year Built: 1972,  Status: Open,  Structure Length: 22.34m (73.29ft),  Average Daily Traffic: 21,750 (year 2001),  Truck Traffic: 34%,  Average Future Daily Traffic: 60,639 (year 2028),  Design Load: HS 20,  Features Intersected: THOUSAND PALMS WASH
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 53.800,  Lanes on structure: 3,  Base Highway Network: Yes (,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 15.5m (50.9ft),  Skew: 9 degrees,  Material/Design: Concrete continuous,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 11,  Length of Maximum Span: 21.0m (68.9ft),  Curb-To-Curb Width: 15.5m (50.9ft),  Out-to-Out Width: 16.4m (53.8ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  Channel: Very good,  Operating Rating: 99.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 61.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2006,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 56 0611,  Location: 08-RIV-010-R54.74-IND (Lat: 33.738333,  Lng: -116.233333),  Route carried "on" structure: County highway Z858,  Year Built: 1972,  Status: Open,  Structure Length: 7.59m (24.90ft),  Average Daily Traffic: 38,500 (year 1972),  Truck Traffic: 14%,  Average Future Daily Traffic: 55,354 (year 2028),  Design Load: HS 20,  Features Intersected: INTERSTATE 10,  Facility Carried by Structure: MONROE ST
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 6,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 39.0m (128.0ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 0.0m,  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 14.3m (46.9ft)

Condition: Deck: Fair,  Superstructure: Very good,  Substructure: Good,  Operating Rating: 99.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2006,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 56 0612,  Location: 08-RIV-010-R55.74-IND (Lat: 33.736667,  Lng: -116.215000),  Route carried "on" structure: County highway Z860,  Year Built: 1972,  Status: Open,  Structure Length: 8.05m (26.41ft),  Average Daily Traffic: 38,500 (year 1972),  Truck Traffic: 14%,  Average Future Daily Traffic: 55,354 (year 2028),  Design Load: HS 20,  Features Intersected: INTERSTATE 10,  Facility Carried by Structure: JACKSON ST
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 6,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Skew: 2 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 41.1m (134.8ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 0.0m,  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 14.3m (46.9ft)

Condition: Deck: Fair,  Superstructure: Good,  Substructure: Good,  Operating Rating: 87.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2006,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 56 0613L,  Location: 08-RIV-010-R56.57-IND (Lat: 33.730000,  Lng: -116.203333),  Route carried "on" structure: Interstate 10,  Year Built: 1972,  Status: Open,  Structure Length: 5.52m (18.11ft),  Average Daily Traffic: 19,500 (year 2001),  Truck Traffic: 32%,  Average Future Daily Traffic: 61,824 (year 2028),  Design Load: HS 20,  Features Intersected: 44TH AVENUE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 56.570,  Lanes on structure: 3,  Lanes under structure: 2,  Base Highway Network: Yes (,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 15.5m (50.9ft),  Skew: 4 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 53.9m (176.8ft),  Curb-To-Curb Width: 15.5m (50.9ft),  Out-to-Out Width: 16.2m (53.1ft)

Condition: Deck: Satisfactory,  Superstructure: Very good,  Substructure: Good,  Operating Rating: 99.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2006,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 56 0613R,  Location: 08-RIV-010-R56.57-IND (Lat: 33.730000,  Lng: -116.203333),  Route carried "on" structure: Interstate 10,  Year Built: 1972,  Status: Open,  Structure Length: 5.46m (17.91ft),  Average Daily Traffic: 19,500 (year 2001),  Truck Traffic: 32%,  Average Future Daily Traffic: 61,824 (year 2028),  Design Load: HS 20,  Features Intersected: 44TH AVENUE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 56.570,  Lanes on structure: 3,  Lanes under structure: 2,  Base Highway Network: Yes (,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 15.5m (50.9ft),  Skew: 4 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 53.9m (176.8ft),  Curb-To-Curb Width: 15.5m (50.9ft),  Out-to-Out Width: 16.2m (53.1ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Satisfactory,  Operating Rating: 99.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2006,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 56 0614,  Location: 08-RIV-111-L27.8-IND (Lat: 33.726667,  Lng: -116.200000),  Route carried "on" structure: State highway 111,  Year Built: 1972,  Status: Open,  Structure Length: 7.80m (25.59ft),  Average Daily Traffic: 7,500 (year 2001),  Truck Traffic: 10%,  Average Future Daily Traffic: 9,543 (year 2029),  Design Load: HS 20,  Features Intersected: INTERSTATE 10
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 27.800,  Lanes on structure: 4,  Lanes under structure: 6,  Base Highway Network: Yes (Inventory Route: 1,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 26.2m (86.0ft),  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: 0.0m,  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 26.2m (86.0ft),  Out-to-Out Width: 28.3m (92.8ft)

Condition: Deck: Satisfactory,  Superstructure: Very good,  Substructure: Good,  Operating Rating: 99.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2007,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 56 0627K,  Location: 08-RIV-010-R52.69-IND (Lat: 33.748333,  Lng: -116.266667),  Route carried "on" structure: Ramp Interstate 10,  Year Built: 1972,  Status: Open,  Structure Length: 14.48m (47.51ft),  Average Daily Traffic: 4,700 (year 1998),  Truck Traffic: 20%,  Average Future Daily Traffic: 9,399 (year 2028),  Design Load: HS 20+Mod,  Features Intersected: ROUTE 10/WEST 10 RAMP
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 52.690,  Lanes on structure: 2,  Lanes under structure: 6,  Owner: State Highway Agency,  Approaching Roadway Width: 9.8m (32.2ft),  Skew: 9 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 2,  Number Of Approach Spans: 1,  Length of Maximum Span: 57.6m (189.0ft),  Curb or Sidewalk Widths: Left: 0.5m (1.6ft),  Right: 0.5m (1.6ft),  Curb-To-Curb Width: 9.8m (32.2ft),  Out-to-Out Width: 10.6m (34.8ft)

Condition: Deck: Fair,  Superstructure: Very good,  Substructure: Good,  Operating Rating: 83.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2006,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 56C0083,  Location: 0.1 MI. S/O RTE. I-10 FWY (Lat: 33.737500,  Lng: -116.233889),  Route carried "on" structure: City street Z858,  Year Built: 1972,  Status: Open,  Structure Length: 14.94m (49.02ft),  Average Daily Traffic: 8,000 (year 1991),  Truck Traffic: 1%,  Average Future Daily Traffic: 16,597 (year 2029),  Design Load: HS 20,  Features Intersected: WHITEWATER RIVER,  Facility Carried by Structure: MONROE STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 33.5m (109.9ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 0.0m,  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 14.3m (46.9ft)

Condition: Deck: Poor,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Very good,  Operating Rating: 99.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 69.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  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 24 months,  Inspection Date: November 2007,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 56C0084,  Location: 0.2 MI. S/O RTE. I-10 FWY (Lat: 33.735944,  Lng: -116.216528),  Route carried "on" structure: City street Z860,  Year Built: 1972,  Status: Open,  Structure Length: 16.82m (55.18ft),  Average Daily Traffic: 6,000 (year 1991),  Truck Traffic: 1%,  Average Future Daily Traffic: 12,448 (year 2029),  Design Load: HS 20,  Features Intersected: WHITEWATER RIVER,  Facility Carried by Structure: JACKSON STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 20.0m (65.6ft),  Skew: 2 degrees,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 33.5m (109.9ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 0.0m,  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 14.3m (46.9ft)

Condition: Deck: Serious,  Superstructure: Satisfactory,  Substructure: Good,  Channel: Very good,  Operating Rating: 99.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 53.5 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  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 24 months,  Inspection Date: November 2007,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 56C0127,  Location: 50' N/O 40TH AVENUE (Lat: 33.758722,  Lng: -116.251583),  Route carried "on" structure: City street ,  Year Built: 1946,  Year Reconstructed: 1982,  Status: Open,  Structure Length: 1.46m (4.79ft),  Average Daily Traffic: 300 (year 1998),  Truck Traffic: 1%,  Average Future Daily Traffic: 419 (year 2029),  Design Load: HS 20,  Features Intersected: ALL AMERICAN CANAL,  Facility Carried by Structure: MADISON STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 6.4m (21.0ft),  Material/Design: Wood or Timber,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 7.0m (23.0ft),  Curb-To-Curb Width: 6.4m (21.0ft),  Out-to-Out Width: 6.7m (22.0ft)

Condition: Deck: Fair,  Superstructure: Good,  Substructure: Good,  Channel: Excellent,  Operating Rating: 22.7 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 16.3 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: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2007,  Deck Structure Type: Wood or Timber,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 56C0128,  Location: 50' W/O HJORTH ST (Lat: 33.692639,  Lng: -116.247111),  Route carried "on" structure: City street ,  Year Built: 1989,  Status: Open,  Structure Length: 1.34m (4.40ft),  Average Daily Traffic: 500 (year 1991),  Truck Traffic: 1%,  Average Future Daily Traffic: 832 (year 2027),  Design Load: HS 20+Mod,  Features Intersected: ALL AMERICAN CANAL,  Facility Carried by Structure: 49TH AVENUE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 7.0m (23.0ft),  Material/Design: Prestressed concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 12.8m (42.0ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 14.0m (45.9ft),  Out-to-Out Width: 16.5m (54.1ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Excellent,  Operating Rating: 53.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: December 2005,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 56C0149,  Location: 50' E/O MADISON STREET (Lat: 33.722083,  Lng: -116.251194),  Route carried "on" structure: City street Z849,  Year Built: 1993,  Status: Open,  Structure Length: 1.43m (4.69ft),  Average Daily Traffic: 7,000 (year 1996),  Truck Traffic: 1%,  Average Future Daily Traffic: 13,485 (year 2027),  Design Load: HS 20+Mod,  Features Intersected: ALL AMERICAN CANAL,  Facility Carried by Structure: MILES AVENUE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 3,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 14.9m (48.9ft),  Material/Design: Prestressed concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 14.3m (46.9ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 18.2m (59.7ft),  Out-to-Out Width: 21.9m (71.9ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  Channel: Excellent,  Operating Rating: 53.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: December 2005,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 56C0168,  Location: 0.2 MI. W/O MADISON ST. (Lat: 33.729167,  Lng: -116.254972),  Route carried "on" structure: City street Z851,  Year Built: 1966,  Year Reconstructed: 1996,  Status: Open,  Structure Length: 1.62m (5.31ft),  Average Daily Traffic: 4,000 (year 1991),  Truck Traffic: 1%,  Average Future Daily Traffic: 8,243 (year 2027),  Features Intersected: ALL AMERICAN CANAL,  Facility Carried by Structure: FRED WARING DRIVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 6,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 26.8m (87.9ft),  Skew: 1 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 15.7m (51.5ft),  Curb or Sidewalk Widths: Left: 1.2m (3.9ft),  Right: 1.2m (3.9ft),  Curb-To-Curb Width: 26.8m (87.9ft),  Out-to-Out Width: 29.9m (98.1ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Channel: Excellent,  Operating Rating: 57.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: December 2005,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 56C0184,  Location: 0.12 MI. W/O MADISON ST. (Lat: 33.743917,  Lng: -116.253556),  Route carried "on" structure: City street ,  Year Built: 1972,  Status: Open,  Structure Length: 1.74m (5.71ft),  Average Daily Traffic: 300 (year 1991),  Truck Traffic: 1%,  Average Future Daily Traffic: 521 (year 2027),  Design Load: HS 20,  Features Intersected: ALL AMERICAN CANAL,  Facility Carried by Structure: 42 ND AVENUE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Skew: 1 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 17.1m (56.1ft),  Curb-To-Curb Width: 9.4m (30.8ft),  Out-to-Out Width: 10.1m (33.1ft)

Condition: Deck: Satisfactory,  Superstructure: Very good,  Substructure: Good,  Channel: Excellent,  Operating Rating: 61.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: December 2005,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 56C0198,  Location: 200' S/O RTE. 111 HWY. (Lat: 33.706833,  Lng: -116.268583),  Route carried "on" structure: City street W565,  Year Built: 1981,  Year Reconstructed: 2001,  Status: Open,  Structure Length: 5.30m (17.39ft),  Average Daily Traffic: 6,000 (year 1991),  Truck Traffic: 1%,  Average Future Daily Traffic: 7,213 (year 2027),  Design Load: HS 20+Mod,  Features Intersected: LA QUINTA CHANNEL,  Facility Carried by Structure: JEFFERSON STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 7,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 21.4m (70.2ft),  Skew: 25 degrees,  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 6,  Length of Maximum Span: 9.4m (30.8ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 21.4m (70.2ft),  Out-to-Out Width: 39.9m (130.9ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  Channel: Very good,  Operating Rating: 53.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: December 2005,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 56C0217,  Location: 2 MI E/O JACKSON ST (Lat: 33.729528,  Lng: -116.180917),  Route carried "on" structure: City street Z851,  Year Built: 1970,  Status: Open,  Structure Length: 1.52m (4.99ft),  Average Daily Traffic: 500 (year 1991),  Truck Traffic: 3%,  Average Future Daily Traffic: 832 (year 2027),  Design Load: HS 20,  Features Intersected: COACHELLA CANAL WSTWY 3,  Facility Carried by Structure: 44TH AVENUE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 7.6m (24.9ft),  Skew: 4 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 14.6m (47.9ft),  Curb-To-Curb Width: 12.3m (40.4ft),  Out-to-Out Width: 12.5m (41.0ft)

Condition: Deck: Satisfactory,  Superstructure: Very good,  Substructure: Good,  Channel: Excellent,  Operating Rating: 71.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: December 2005,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 56C0245,  Location: 50' W/O MADISON STREET (Lat: 33.758472,  Lng: -116.251972),  Route carried "on" structure: City street ,  Year Built: 1958,  Status: Open,  Structure Length: 1.43m (4.69ft),  Average Daily Traffic: 600 (year 1998),  Truck Traffic: 1%,  Average Future Daily Traffic: 832 (year 2027),  Design Load: H 20,  Features Intersected: ALL AMERICAN CANAL,  Facility Carried by Structure: 40TH AVENUE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Material/Design: Prestressed concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 13.4m (44.0ft),  Curb or Sidewalk Widths: Left: 0.6m (2.0ft),  Right: 0.6m (2.0ft),  Curb-To-Curb Width: 7.9m (25.9ft),  Out-to-Out Width: 9.4m (30.8ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Excellent,  Operating Rating: 53.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: December 2005,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 56C0246,  Location: 50' N/O 40TH AVENUE (Lat: 33.758639,  Lng: -116.234139),  Route carried "on" structure: City street ,  Year Built: 1959,  Status: Open,  Structure Length: 1.52m (4.99ft),  Average Daily Traffic: 2,000 (year 1998),  Truck Traffic: 5%,  Average Future Daily Traffic: 2,081 (year 2027),  Design Load: HS 20,  Features Intersected: ALL AMERICAN CANAL,  Facility Carried by Structure: MONROE STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Material/Design: Prestressed concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 14.0m (45.9ft),  Curb or Sidewalk Widths: Left: 0.6m (2.0ft),  Right: 0.6m (2.0ft),  Curb-To-Curb Width: 7.9m (25.9ft),  Out-to-Out Width: 9.4m (30.8ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Excellent,  Operating Rating: 53.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: December 2005,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 56C0248,  Location: 50' W/O MADISON STREET (Lat: 33.685278,  Lng: -116.251500),  Route carried "on" structure: City street Z850,  Year Built: 1965,  Status: Open,  Structure Length: 1.34m (4.40ft),  Average Daily Traffic: 2,000 (year 1991),  Truck Traffic: 1%,  Average Future Daily Traffic: 2,576 (year 2027),  Design Load: HS 20,  Features Intersected: ALL AMERICAN CANAL,  Facility Carried by Structure: 50TH AVENUE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 11.3m (37.1ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 12.8m (42.0ft),  Curb-To-Curb Width: 11.8m (38.7ft),  Out-to-Out Width: 12.2m (40.0ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Channel: Excellent,  Operating Rating: 53.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: December 2005,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 56C0252,  Location: 50' W/O HJORTH STREET (Lat: 33.700056,  Lng: -116.247028),  Route carried "on" structure: City street Z848,  Year Built: 1967,  Status: Open,  Structure Length: 1.49m (4.89ft),  Average Daily Traffic: 2,000 (year 1991),  Truck Traffic: 1%,  Average Future Daily Traffic: 3,091 (year 2027),  Design Load: HS 20,  Features Intersected: ALL AMERICAN CANAL,  Facility Carried by Structure: 48TH AVENUE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 11.7m (38.4ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 14.3m (46.9ft),  Curb-To-Curb Width: 11.7m (38.4ft),  Out-to-Out Width: 12.2m (40.0ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Channel: Excellent,  Operating Rating: 53.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: December 2005,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 56C0253,  Location: 0.1 MI. E/O MADISON ST. (Lat: 33.714667,  Lng: -116.249583),  Route carried "on" structure: City street Z846,  Year Built: 1965,  Status: Open,  Structure Length: 1.40m (4.59ft),  Average Daily Traffic: 1,500 (year 1991),  Truck Traffic: 1%,  Average Future Daily Traffic: 3,112 (year 2029),  Design Load: HS 20,  Features Intersected: ALL AMERICAN CANAL,  Facility Carried by Structure: 46TH AVENUE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 20.0m (65.6ft),  Material/Design: Prestressed concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 13.4m (44.0ft),  Curb-To-Curb Width: 12.4m (40.7ft),  Out-to-Out Width: 13.4m (44.0ft)

Condition: Deck: Serious,  Superstructure: Very good,  Substructure: Good,  Channel: Excellent,  Operating Rating: 53.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2007,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 56C0282,  Location: 0.3 MI. W/O JEFFERSON ST. (Lat: 33.745806,  Lng: -116.265528),  Route carried "on" structure: City street Z867,  Year Built: 1936,  Status: Open,  Structure Length: 4.97m (16.31ft),  Average Daily Traffic: 6,000 (year 1991),  Truck Traffic: 1%,  Average Future Daily Traffic: 12,448 (year 2029),  Design Load: H 15,  Features Intersected: UP RR & AMTRAK,  Facility Carried by Structure: N/B INDIO BLVD.
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 10.1m (33.1ft),  Skew: 5 degrees,  Material/Design: Concrete continuous,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 19.5m (64.0ft),  Curb or Sidewalk Widths: Left: 0.4m (1.3ft),  Right: 0.4m (1.3ft),  Curb-To-Curb Width: 10.1m (33.1ft),  Out-to-Out Width: 11.3m (37.1ft)

Condition: Deck: Satisfactory,  Superstructure: Poor,  Substructure: Good,  Operating Rating: 49.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 29.0 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  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: November 2007,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 56C0283,  Location: 0.3 MI. W/O JEFFERSON ST. (Lat: 33.745833,  Lng: -116.265528),  Route carried "on" structure: City street Z867,  Year Built: 1956,  Status: Open,  Structure Length: 10.48m (34.38ft),  Average Daily Traffic: 6,000 (year 1991),  Truck Traffic: 1%,  Average Future Daily Traffic: 12,448 (year 2029),  Design Load: HS 20,  Features Intersected: UP RR & AMTRAK,  Facility Carried by Structure: S/B INDIO BLVD.
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 9.4m (30.8ft),  Skew: 5 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 23.5m (77.1ft),  Curb or Sidewalk Widths: Left: 0.6m (2.0ft),  Right: 0.6m (2.0ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 10.1m (33.1ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Good,  Operating Rating: 41.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 27.2 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: High priority of corrective action,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 10.49m (34.42ft),  Designated Inspection Frequency: Every 24 months,  Other Special Inspection Frequency: Every 48 months,  Inspection Date: November 2007,  Other Special Inspection Date: March 2005,  Bridge Improvement Cost: $1,271,000,  Roadway Improvement Cost: $127,000,  Total Project Cost: $1,907,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 56C0291,  Location: AT INDIO BLVD. (Lat: 33.721944,  Lng: -116.215833),  Route carried "on" structure: City street Z867,  Year Built: 1964,  Status: Open,  Structure Length: 21.24m (69.69ft),  Average Daily Traffic: 12,000 (year 1991),  Truck Traffic: 1%,  Average Future Daily Traffic: 24,895 (year 2029),  Design Load: HS 20+Mod,  Features Intersected: INDIO BOULEVARD,  Facility Carried by Structure: JACKSON STREET
Minimum Vertical Clearance: 5.99m (19.65ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Lanes under structure: 4,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 16.6m (54.5ft),  Skew: 20 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 8,  Length of Maximum Span: 29.0m (95.1ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 16.6m (54.5ft),  Out-to-Out Width: 19.2m (63.0ft)

Condition: Deck: Serious,  Superstructure: Satisfactory,  Substructure: Fair,  Operating Rating: 41.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 20.8 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,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 21.24m (69.69ft),  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 24 months,  Inspection Date: November 2007,  Critical Feature Inspection Date: May 2006,  Bridge Improvement Cost: $2,039,000,  Roadway Improvement Cost: $204,000,  Total Project Cost: $3,059,000,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 56C0292,  Location: 0.8 MI. NW/O MONROE ST. (Lat: 33.735472,  Lng: -116.244861),  Route carried "on" structure: City street Z867,  Year Built: 1956,  Year Reconstructed: 1961,  Status: Open,  Structure Length: 14.63m (48.00ft),  Average Daily Traffic: 6,000 (year 1991),  Truck Traffic: 1%,  Average Future Daily Traffic: 12,448 (year 2029),  Design Load: HS 20,  Features Intersected: WHITEWATER RIVER,  Facility Carried by Structure: W/B INDIO BLVD.
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 9.8m (32.2ft),  Material/Design: Concrete continuous,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 16,  Length of Maximum Span: 9.1m (29.9ft),  Curb or Sidewalk Widths: Left: 0.6m (2.0ft),  Right: 0.6m (2.0ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 10.4m (34.1ft)

Condition: Deck: Critical,  Superstructure: Good,  Substructure: Poor,  Channel: Very good,  Operating Rating: 49.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 29.0 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Meets minimum limits,  Deck Geometry: High priority of corrective action,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 14.63m (48.00ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2007,  Bridge Improvement Cost: $761,000,  Roadway Improvement Cost: $76,000,  Total Project Cost: $1,141,000,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 56C0293,  Location: 0.8 MI NW/O MONROE STREET (Lat: 33.735222,  Lng: -116.244972),  Route carried "on" structure: City street Z867,  Year Built: 1925,  Year Reconstructed: 1955,  Status: Open,  Structure Length: 14.69m (48.20ft),  Average Daily Traffic: 6,000 (year 1991),  Truck Traffic: 1%,  Average Future Daily Traffic: 12,448 (year 2029),  Design Load: HS 20,  Features Intersected: WHITEWATER RIVER,  Facility Carried by Structure: E/B INDIO BLVD.
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 7.9m (25.9ft),  Material/Design: Concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 16,  Length of Maximum Span: 9.1m (29.9ft),  Curb or Sidewalk Widths: Left: 0.6m (2.0ft),  Right: 0.6m (2.0ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 10.4m (34.1ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Fair,  Channel: Very good,  Operating Rating: 49.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 29.0 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: High priority of corrective action,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 14.69m (48.20ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2007,  Bridge Improvement Cost: $1,833,000,  Roadway Improvement Cost: $183,000,  Total Project Cost: $2,750,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 56C0392,  Location: AT INDIO BLVD. (Lat: 33.729472,  Lng: -116.233361),  Route carried "on" structure: City street Z858,  Year Built: 1990,  Status: Open,  Structure Length: 11.55m (37.89ft),  Average Daily Traffic: 8,000 (year 1991),  Truck Traffic: 1%,  Average Future Daily Traffic: 16,597 (year 2029),  Design Load: HS 20+Mod,  Features Intersected: UP RR,AMTRAK, INDIO BLVD,  Facility Carried by Structure: MONROE STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Lanes under structure: 6,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 17.0m (55.8ft),  Skew: 22 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  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: 17.0m (55.8ft),  Out-to-Out Width: 21.9m (71.9ft)

Condition: Deck: Fair,  Superstructure: Very good,  Substructure: Satisfactory,  Operating Rating: 53.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2007,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 56C0497,  Location: 0.1 MI. N/O AVENUE 40 (Lat: 33.755889,  Lng: -116.216556),  Route carried "on" structure: City street ,  Year Built: 2000,  Status: Open,  Structure Length: 1.53m (5.02ft),  Average Daily Traffic: 500 (year 2000),  Truck Traffic: 1%,  Average Future Daily Traffic: 1,024 (year 2027),  Design Load: HS 20+Mod,  Features Intersected: ALL AMERICAN CANAL,  Facility Carried by Structure: JACKSON STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Material/Design: Prestressed concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 14.8m (48.6ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 9.8m (32.2ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Very good,  Channel: Excellent,  Operating Rating: 53.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: December 2005,  Deck Structure Type: Concrete Precast Panels

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Structure Number: 56C0516,  Location: 0.5 MI. E/O JEFFERSON ST. (Lat: 33.729056,  Lng: -116.250278),  Route carried "on" structure: City street ,  Year Built: 1995,  Status: Open,  Structure Length: 17.37m (56.99ft),  Average Daily Traffic: 4,000 (year 1998),  Truck Traffic: 1%,  Average Future Daily Traffic: 8,298 (year 2029),  Design Load: HS 20+Mod,  Features Intersected: WHITEWATER RIVER,  Facility Carried by Structure: FRED WARING DRIVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 6,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 29.3m (96.1ft),  Skew: 23 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 38.3m (125.7ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 29.3m (96.1ft),  Out-to-Out Width: 32.9m (107.9ft)

Condition: Deck: Satisfactory,  Superstructure: Fair,  Substructure: Satisfactory,  Channel: Excellent,  Operating Rating: 53.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  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: November 2007,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 56C0544,  Location: AT TERRA LAGO (Lat: 33.740000,  Lng: -116.186667),  Route carried "on" structure: City street ,  Year Built: 2007,  Status: Open,  Structure Length: 1.52m (4.99ft),  Average Daily Traffic: 1,680 (year 2007),  Truck Traffic: 1%,  Average Future Daily Traffic: 2,000 (year 2027),  Design Load: HS 20,  Features Intersected: ALL AMERICAN CANAL,  Facility Carried by Structure: LANDMARK PARKWAY
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Material/Design: Prestressed concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 14.6m (47.9ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 0.0m,  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 14.6m (47.9ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Very good,  Channel: Excellent,  Operating Rating: 54.0 metric tons,  Inventory Rating: 32.4 metric tons,  Structural Evaluation: Better than 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 24 months,  Inspection Date: December 2007,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 56C0545,  Location: 08-RIV-111-R32.25-IND (Lat: 33.705833,  Lng: -116.268333),  Route carried "on" structure: State highway 111,  Year Built: 1981,  Status: Open,  Structure Length: 4.03m (13.22ft),  Average Daily Traffic: 23,500 (year 2001),  Truck Traffic: 10%,  Average Future Daily Traffic: 40,320 (year 2029),  Design Load: HS 20+Mod,  Features Intersected: LA QUINTA CHANNEL
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 32.250,  Lanes on structure: 4,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 27.1m (88.9ft),  Skew: 3 degrees,  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 8.9m (29.2ft),  Curb-To-Curb Width: 27.1m (88.9ft),  Out-to-Out Width: 27.4m (89.9ft)

Condition: Deck: Fair,  Superstructure: Good,  Substructure: Good,  Channel: Very good,  Operating Rating: 53.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2007,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 56C0546,  Location: 08-RIV-CS-IND (Lat: 33.726667,  Lng: -116.200000),  Route carried "on" structure: State highway 111,  Year Built: 1972,  Status: Open,  Structure Length: 16.43m (53.90ft),  Average Daily Traffic: 7,500 (year 2001),  Truck Traffic: 10%,  Average Future Daily Traffic: 9,543 (year 2029),  Design Load: HS 20,  Features Intersected: WHITEWATER RIVER
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 27.880,  Lanes on structure: 4,  Base Highway Network: Yes (Inventory Route: 1,  Subroute: 1),  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 26.2m (86.0ft),  Skew: 20 degrees,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 33.5m (109.9ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 26.2m (86.0ft),  Out-to-Out Width: 28.3m (92.8ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Good,  Channel: Very good,  Operating Rating: 99.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 65.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: High priority of corrective action,  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2007,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 56C0547,  Location: 08-RIV-111-L28.47-IND (Lat: 33.715000,  Lng: -116.206667),  Route carried "on" structure: State highway 111,  Year Built: 1978,  Status: Open,  Structure Length: 26.76m (87.80ft),  Average Daily Traffic: 7,500 (year 2001),  Truck Traffic: 10%,  Average Future Daily Traffic: 9,543 (year 2029),  Design Load: HS 20+Mod,  Features Intersected: UP RR & AMTRAK, INDIO BL
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 28.470,  Lanes on structure: 2,  Lanes under structure: 4,  Base Highway Network: Yes (Inventory Route: 1,  Subroute: 1),  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Number Of Approach Spans: 9,  Length of Maximum Span: 34.1m (111.9ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 0.0m,  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 14.6m (47.9ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  Operating Rating: 77.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Superior to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2007,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 56C0548,  Location: 0.1 M N OF MONTANARO WAY (Lat: 33.736889,  Lng: -116.193278),  Route carried "on" structure: City street ,  Year Built: 2007,  Status: Open,  Structure Length: 2.50m (8.20ft),  Average Daily Traffic: 560 (year 2007),  Truck Traffic: 1%,  Average Future Daily Traffic: 700 (year 2027),  Design Load: HS 20,  Features Intersected: TERRA LAGO,  Facility Carried by Structure: LAGO VISTA DRIVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 15.6m (51.2ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 9.7m (31.8ft),  Curb or Sidewalk Widths: Left: 2.3m (7.5ft),  Right: 2.4m (7.9ft),  Curb-To-Curb Width: 9.3m (30.5ft),  Out-to-Out Width: 16.5m (54.1ft)

Condition: Channel: Very good,  Culverts: Very good,  Operating Rating: 54.0 metric tons,  Inventory Rating: 32.4 metric tons,  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2007

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Structure Number: 56C0551,  Location: 0.1 MI N/O AVENUE 44 (Lat: 33.729083,  Lng: -116.169694),  Route carried "on" structure: City street ,  Year Built: 2006,  Status: Not yet open,  Structure Length: 1.89m (6.20ft),  Average Daily Traffic: 1 (year 2007),  Truck Traffic: 1%,  Average Future Daily Traffic: 1 (year 2027),  Design Load: HS 20,  Features Intersected: ALL AMERICAN CANAL,  Facility Carried by Structure: VIA TERRA LAGO PKW
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Single/Spread,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 17.8m (58.4ft),  Curb or Sidewalk Widths: Left: 2.4m (7.9ft),  Right: 2.4m (7.9ft),  Curb-To-Curb Width: 11.6m (38.1ft),  Out-to-Out Width: 17.0m (55.8ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Channel: Excellent,  Operating Rating: 54.0 metric tons,  Inventory Rating: 32.4 metric tons,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2007,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 56C0552,  Location: 0.5 MI E/O HARRISON ST (Lat: 33.734250,  Lng: -116.177000),  Route carried "on" structure: City street ,  Year Built: 2006,  Status: Not yet open,  Structure Length: 1.28m (4.20ft),  Average Daily Traffic: 1 (year 2007),  Average Future Daily Traffic: 1 (year 2027),  Design Load: HS 20,  Features Intersected: DETENTION CHANNEL #3,  Facility Carried by Structure: VIA TERRA LAGO PKW
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 11.5m (37.7ft),  Material/Design: Prestressed concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 11.7m (38.4ft),  Curb or Sidewalk Widths: Left: 2.4m (7.9ft),  Right: 2.4m (7.9ft),  Curb-To-Curb Width: 11.5m (37.7ft),  Out-to-Out Width: 17.0m (55.8ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Excellent,  Operating Rating: 54.0 metric tons,  Inventory Rating: 32.4 metric tons,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2007,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 56 0427,  Location: 08-RIV-010-R52.34-IND (Lat: 33.750000,  Lng: -116.270000),  Route carried "under" structure: Interstate 10,  Year Built: 1960,  Structure Length: 6.61m (21.69ft),  Average Daily Traffic: 66,000 (year 2001),  Truck Traffic: 32%,  Features Intersected: ROUTE 10,  Facility Carried by Structure: JEFFERSON ST
Minimum Vertical Clearance: 5.16m (16.93ft),  Kilometerpoint: 5.234,  Lanes on structure: 2,  Lanes under structure: 6,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 21.6m (70.9ft)

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Structure Number: 56 0611,  Location: 08-RIV-010-R54.74-IND (Lat: 33.738333,  Lng: -116.233333),  Route carried "under" structure: Interstate 10,  Year Built: 1972,  Structure Length: 7.59m (24.90ft),  Average Daily Traffic: 39,000 (year 2001),  Truck Traffic: 32%,  Features Intersected: INTERSTATE 10,  Facility Carried by Structure: MONROE ST
Minimum Vertical Clearance: 5.36m (17.59ft),  Kilometerpoint: 5.474,  Lanes on structure: 2,  Lanes under structure: 6,  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 39.0m (128.0ft)

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Structure Number: 56 0612,  Location: 08-RIV-010-R55.74-IND (Lat: 33.736667,  Lng: -116.215000),  Route carried "under" structure: Interstate 10,  Year Built: 1972,  Structure Length: 8.05m (26.41ft),  Average Daily Traffic: 39,000 (year 2001),  Truck Traffic: 32%,  Features Intersected: INTERSTATE 10,  Facility Carried by Structure: JACKSON ST
Minimum Vertical Clearance: 5.36m (17.59ft),  Kilometerpoint: 5.574,  Lanes on structure: 2,  Lanes under structure: 6,  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 41.1m (134.8ft)

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Structure Number: 56 0613L,  Location: 08-RIV-010-R56.57-IND (Lat: 33.730000,  Lng: -116.203333),  Route carried "under" structure: County highway Z851,  Year Built: 1972,  Structure Length: 5.52m (18.11ft),  Average Daily Traffic: 2,000 (year 1998),  Truck Traffic: 2%,  Features Intersected: 44TH AVENUE,  Facility Carried by Structure: INTERSTATE 10
Minimum Vertical Clearance: 4.67m (15.32ft),  Kilometerpoint: 0.000,  Lanes on structure: 3,  Lanes under structure: 2,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 53.9m (176.8ft)

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Structure Number: 56 0613R,  Location: 08-RIV-010-R56.57-IND (Lat: 33.730000,  Lng: -116.203333),  Route carried "under" structure: County highway Z851,  Year Built: 1972,  Structure Length: 5.46m (17.91ft),  Average Daily Traffic: 2,000 (year 1998),  Truck Traffic: 2%,  Features Intersected: 44TH AVENUE,  Facility Carried by Structure: INTERSTATE 10
Minimum Vertical Clearance: 5.18m (16.99ft),  Kilometerpoint: 0.000,  Lanes on structure: 3,  Lanes under structure: 2,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 53.9m (176.8ft)

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Structure Number: 56 0614,  Location: 08-RIV-111-L27.8-IND (Lat: 33.726667,  Lng: -116.200000),  Route carried "under" structure: Interstate 10,  Year Built: 1972,  Structure Length: 7.80m (25.59ft),  Average Daily Traffic: 35,000 (year 2001),  Truck Traffic: 30%,  Features Intersected: INTERSTATE 10
Minimum Vertical Clearance: 4.95m (16.24ft),  Kilometerpoint: 5.695,  Lanes on structure: 4,  Lanes under structure: 6,  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: 56 0627K,  Location: 08-RIV-010-R52.69-IND (Lat: 33.748333,  Lng: -116.266667),  Route carried "under" structure: Interstate 10,  Year Built: 1972,  Structure Length: 14.48m (47.51ft),  Average Daily Traffic: 43,500 (year 2001),  Truck Traffic: 34%,  Features Intersected: ROUTE 10/WEST 10 RAMP
Minimum Vertical Clearance: 5.23m (17.16ft),  Kilometerpoint: 5.269,  Lanes on structure: 2,  Lanes under structure: 6,  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 57.6m (189.0ft)

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Structure Number: 56C0291,  Location: AT INDIO BLVD. (Lat: 33.721944,  Lng: -116.215833),  Route carried "under" structure: City street ,  Year Built: 1964,  Structure Length: 21.24m (69.69ft),  Average Daily Traffic: 12,000 (year 1998),  Truck Traffic: 1%,  Features Intersected: INDIO BOULEVARD,  Facility Carried by Structure: JACKSON STREET
Minimum Vertical Clearance: 5.99m (19.65ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Lanes under structure: 4,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 29.0m (95.1ft)

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Structure Number: 56C0392,  Location: AT INDIO BLVD. (Lat: 33.729472,  Lng: -116.233361),  Route carried "under" structure: City street Z867,  Year Built: 1990,  Structure Length: 11.55m (37.89ft),  Average Daily Traffic: 10,000 (year 1991),  Truck Traffic: 1%,  Features Intersected: UP RR,AMTRAK, INDIO BLVD,  Facility Carried by Structure: MONROE STREET
Minimum Vertical Clearance: 5.99m (19.65ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Lanes under structure: 4,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 30.5m (100.1ft)

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Structure Number: 56C0547,  Location: 08-RIV-111-L28.47-IND (Lat: 33.715000,  Lng: -116.206667),  Route carried "under" structure: County highway Z867,  Year Built: 1978,  Structure Length: 26.76m (87.80ft),  Average Daily Traffic: 500 (year 1998),  Truck Traffic: 1%,  Features Intersected: UP RR & AMTRAK, INDIO BL,  Facility Carried by Structure: ROUTE 111
Minimum Vertical Clearance: 5.16m (16.93ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 34.1m (111.9ft)