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

Find on map >>

Structure Number: 56 0066R,  Location: 08-RIV-060-30.24-BAU (Lat: 33.933333,  Lng: -116.993333),  Route carried "on" structure: State highway 60,  Year Built: 1959,  Status: Open,  Structure Length: 9.33m (30.61ft),  Average Daily Traffic: 36,000 (year 2000),  Truck Traffic: 13%,  Average Future Daily Traffic: 97,889 (year 2029),  Design Load: HS 20,  Features Intersected: UP RR & AMTRAK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 30.240,  Lanes on structure: 2,  Base Highway Network: Yes (,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 11.3m (37.1ft),  Skew: 6 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Number Of Approach Spans: 4,  Length of Maximum Span: 24.4m (80.1ft),  Curb-To-Curb Width: 11.3m (37.1ft),  Out-to-Out Width: 12.1m (39.7ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  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: Somewhat better than minimum adequacy,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2008,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

Find on map >>

Structure Number: 56 0433,  Location: 08-RIV-010-8.21-BAU (Lat: 33.926667,  Lng: -116.965000),  Route carried "on" structure: Interstate 10,  Year Built: 1961,  Year Reconstructed: 1970,  Status: Open,  Structure Length: 2.47m (8.10ft),  Average Daily Traffic: 92,000 (year 2001),  Truck Traffic: 14%,  Average Future Daily Traffic: 183,413 (year 2028),  Design Load: HS 20,  Features Intersected: PENNSYLVANIA AVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 8.210,  Lanes on structure: 8,  Lanes under structure: 2,  Base Highway Network: Yes (,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 45.0m (147.6ft),  Skew: 30 degrees,  Material/Design: Concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 22.6m (74.1ft),  Curb-To-Curb Width: 45.0m (147.6ft),  Out-to-Out Width: 47.2m (154.9ft)

Condition: Deck: Poor,  Superstructure: Very good,  Substructure: Good,  Operating Rating: 75.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2006,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

Find on map >>

Structure Number: 56 0434,  Location: 08-RIV-010-7.32-BAU (Lat: 33.928333,  Lng: -116.980000),  Route carried "on" structure: Interstate 10,  Year Built: 1961,  Year Reconstructed: 1970,  Status: Open,  Structure Length: 2.90m (9.51ft),  Average Daily Traffic: 92,000 (year 2001),  Truck Traffic: 14%,  Average Future Daily Traffic: 183,413 (year 2028),  Design Load: HS 20,  Features Intersected: CALIFORNIA AVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 7.320,  Lanes on structure: 8,  Lanes under structure: 2,  Base Highway Network: Yes (,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 46.0m (150.9ft),  Skew: 32 degrees,  Material/Design: Concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 26.8m (87.9ft),  Curb-To-Curb Width: 46.0m (150.9ft),  Out-to-Out Width: 48.4m (158.8ft)

Condition: Deck: Poor,  Superstructure: Good,  Substructure: Good,  Operating Rating: 78.9 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: Superior to present desirable criteria,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2006,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

Find on map >>

Structure Number: 56 0435,  Location: 08-RIV-079-40.43-BAU (Lat: 33.923333,  Lng: -116.975000),  Route carried "on" structure: State highway 79,  Year Built: 1961,  Status: Open,  Structure Length: 7.33m (24.05ft),  Average Daily Traffic: 12,000 (year 1997),  Truck Traffic: 10%,  Average Future Daily Traffic: 46,989 (year 2028),  Design Load: HS 20,  Features Intersected: INTERSTATE 10
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 40.430,  Lanes on structure: 5,  Lanes under structure: 8,  Base Highway Network: Yes (,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 18.3m (60.0ft),  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 23.8m (78.1ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 18.3m (60.0ft),  Out-to-Out Width: 22.6m (74.1ft)

Condition: Deck: Fair,  Superstructure: Good,  Substructure: Good,  Operating Rating: 76.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 45.3 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: High priority of replacement,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2006,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

Find on map >>

Structure Number: 56 0450L,  Location: 08-RIV-010-6.95-BAU (Lat: 33.931667,  Lng: -116.985000),  Route carried "on" structure: Interstate 10,  Year Built: 1961,  Status: Open,  Structure Length: 12.80m (41.99ft),  Average Daily Traffic: 46,000 (year 2001),  Truck Traffic: 14%,  Average Future Daily Traffic: 91,705 (year 2028),  Design Load: HS 20,  Features Intersected: VEILE AVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 6.950,  Lanes on structure: 4,  Lanes under structure: 5,  Base Highway Network: Yes (,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 20.1m (65.9ft),  Skew: 9 degrees,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 6,  Length of Maximum Span: 25.9m (85.0ft),  Curb-To-Curb Width: 20.1m (65.9ft),  Out-to-Out Width: 20.7m (67.9ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  Operating Rating: 55.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2006,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

Find on map >>

Structure Number: 56 0450R,  Location: 08-RIV-010-6.95-BAU (Lat: 33.931667,  Lng: -116.985000),  Route carried "on" structure: Interstate 10,  Year Built: 1961,  Year Reconstructed: 1970,  Status: Open,  Structure Length: 4.57m (14.99ft),  Average Daily Traffic: 46,000 (year 2001),  Truck Traffic: 14%,  Average Future Daily Traffic: 91,705 (year 2028),  Design Load: HS 20,  Features Intersected: VEILE AVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 6.950,  Lanes on structure: 5,  Lanes under structure: 2,  Base Highway Network: Yes (,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 23.8m (78.1ft),  Skew: 1 degrees,  Material/Design: Concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Number Of Approach Spans: 2,  Length of Maximum Span: 23.8m (78.1ft),  Curb-To-Curb Width: 23.8m (78.1ft),  Out-to-Out Width: 24.4m (80.1ft)

Condition: Deck: Fair,  Superstructure: Good,  Substructure: Good,  Operating Rating: 65.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 39.0 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: September 2006,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

Find on map >>

Structure Number: 56 0451G,  Location: 08-RIV-060-30.44-BAU (Lat: 33.933333,  Lng: -116.991667),  Route carried "on" structure: Ramp State highway 60,  Year Built: 1961,  Status: Open,  Structure Length: 8.17m (26.80ft),  Average Daily Traffic: 13,000 (year 1998),  Truck Traffic: 8%,  Average Future Daily Traffic: 21,024 (year 2029),  Design Load: HS 20+Mod,  Features Intersected: 6TH ST OFF-RAMP
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 30.440,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes (,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 11.2m (36.7ft),  Skew: 6 degrees,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 30.5m (100.1ft),  Curb-To-Curb Width: 11.2m (36.7ft),  Out-to-Out Width: 12.5m (41.0ft)

Condition: Deck: Critical,  Superstructure: Good,  Substructure: Good,  Operating Rating: 65.3 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,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2008,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

Find on map >>

Structure Number: 56 0452F,  Location: 08-RIV-010-6.67-BAU (Lat: 33.933333,  Lng: -116.991667),  Route carried "on" structure: Ramp Interstate 10,  Year Built: 1961,  Status: Open,  Structure Length: 11.28m (37.01ft),  Average Daily Traffic: 13,000 (year 1998),  Truck Traffic: 2%,  Average Future Daily Traffic: 33,415 (year 2028),  Design Load: HS 20+Mod,  Features Intersected: INTERSTATE 10
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 6.670,  Lanes on structure: 2,  Lanes under structure: 3,  Owner: State Highway Agency,  Approaching Roadway Width: 13.4m (44.0ft),  Skew: 5 degrees,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 32.0m (105.0ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 0.6m (2.0ft),  Curb-To-Curb Width: 13.4m (44.0ft),  Out-to-Out Width: 14.6m (47.9ft)

Condition: Deck: Poor,  Superstructure: Good,  Substructure: Good,  Operating Rating: 65.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 39.0 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: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2006,  Deck Structure Type: Concrete Cast-file-Place

Find on map >>

Structure Number: 56 0457R,  Location: 08-RIV-010-6.88-BAU (Lat: 33.931667,  Lng: -116.986667),  Route carried "on" structure: Interstate 10,  Year Built: 1961,  Year Reconstructed: 1970,  Status: Open,  Structure Length: 7.32m (24.02ft),  Average Daily Traffic: 46,000 (year 2001),  Truck Traffic: 14%,  Average Future Daily Traffic: 91,705 (year 2028),  Design Load: HS 20,  Features Intersected: E-10 / 6TH ST OFF-RAMP
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 6.880,  Lanes on structure: 5,  Lanes under structure: 8,  Base Highway Network: Yes (,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 23.8m (78.1ft),  Skew: 4 degrees,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 27.7m (90.9ft),  Curb-To-Curb Width: 23.8m (78.1ft),  Out-to-Out Width: 24.4m (80.1ft)

Condition: Deck: Fair,  Superstructure: Good,  Substructure: Good,  Operating Rating: 71.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 44.4 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: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2006,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

Find on map >>

Structure Number: 56 0561,  Location: 08-RIV-079-40.33-BAU (Lat: 33.925000,  Lng: -116.976667),  Route carried "on" structure: State highway 79,  Year Built: 1992,  Status: Open,  Structure Length: 4.48m (14.70ft),  Average Daily Traffic: 12,000 (year 1997),  Truck Traffic: 10%,  Average Future Daily Traffic: 46,989 (year 2028),  Design Load: HS 20+Mod,  Features Intersected: UP RR & AMTRAK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 40.330,  Lanes on structure: 4,  Base Highway Network: Yes (,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 19.5m (64.0ft),  Skew: 20 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 22.9m (75.1ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 19.5m (64.0ft),  Out-to-Out Width: 21.9m (71.9ft)

Condition: Deck: Satisfactory,  Superstructure: Very good,  Substructure: Good,  Operating Rating: 53.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Underclear: Better than present minimum criteria,  Approach Roadway Alignment: Superior to present desirable criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: May 2006,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

Find on map >>

Structure Number: 56C0081,  Location: 0.2 MI S/O OAK VALLEY PWY (Lat: 33.942639,  Lng: -117.001750),  Route carried "on" structure: City street ,  Year Built: 1939,  Status: Open,  Structure Length: 3.08m (10.10ft),  Average Daily Traffic: 50 (year 2005),  Truck Traffic: 10%,  Average Future Daily Traffic: 50 (year 2025),  Design Load: H 15,  Features Intersected: MID FK SAN TIMOTEO CREEK,  Facility Carried by Structure: DESERT LAWN DRIVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 8.8m (28.9ft),  Skew: 2 degrees,  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 6.7m (22.0ft),  Curb or Sidewalk Widths: Left: 0.9m (3.0ft),  Right: 0.0m,  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: 40.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 24.5 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2007,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

Find on map >>

Structure Number: 56C016,  Location: 0.8 MI. W/O BEAUMONT AVE. (Lat: 33.946917,  Lng: -116.991639),  Route carried "on" structure: City street Y427,  Year Built: 1968,  Status: Open,  Structure Length: 2.16m (7.09ft),  Average Daily Traffic: 2,000 (year 2000),  Truck Traffic: 1%,  Average Future Daily Traffic: 4,121 (year 2029),  Design Load: HS 20,  Features Intersected: NOBLE CREEK,  Facility Carried by Structure: 14TH 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),  Skew: 3 degrees,  Material/Design: Concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 7.0m (23.0ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 12.5m (41.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Fair,  Channel: Very good,  Operating Rating: 68.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 40.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Better than present minimum criteria,  Waterway Adequacy: Better than present minimum criteria,  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: Bituminous

Find on map >>

Structure Number: 56 0433,  Location: 08-RIV-010-8.21-BAU (Lat: 33.926667,  Lng: -116.965000),  Route carried "under" structure: City street Y432,  Year Built: 1961,  Structure Length: 2.47m (8.10ft),  Average Daily Traffic: 1,400 (year 1998),  Truck Traffic: 25%,  Features Intersected: PENNSYLVANIA AVE,  Facility Carried by Structure: INTERSTE 10
Minimum Vertical Clearance: 4.75m (15.58ft),  Kilometerpoint: 0.000,  Lanes on structure: 8,  Lanes under structure: 2,  Material/Design: Concrete,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 22.6m (74.1ft)

Find on map >>

Structure Number: 56 0434,  Location: 08-RIV-010-7.32-BAU (Lat: 33.928333,  Lng: -116.980000),  Route carried "under" structure: City street Y429,  Year Built: 1961,  Structure Length: 2.90m (9.51ft),  Average Daily Traffic: 1,502 (year 1998),  Truck Traffic: 20%,  Features Intersected: CALIFORNIA AVE,  Facility Carried by Structure: INTERSTATE 10
Minimum Vertical Clearance: 0.47m (1.54ft),  Kilometerpoint: 0.000,  Lanes on structure: 8,  Lanes under structure: 2,  Material/Design: Concrete,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 26.8m (87.9ft)

Find on map >>

Structure Number: 56 0435,  Location: 08-RIV-079-40.43-BAU (Lat: 33.923333,  Lng: -116.975000),  Route carried "under" structure: Interstate 10,  Year Built: 1961,  Structure Length: 7.33m (24.05ft),  Average Daily Traffic: 77,400 (year 1997),  Truck Traffic: 15%,  Features Intersected: INTERSTATE 10,  Facility Carried by Structure: STATE ROUTE 79
Minimum Vertical Clearance: 4.95m (16.24ft),  Kilometerpoint: 0.757,  Lanes on structure: 5,  Lanes under structure: 8,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 23.8m (78.1ft)

Find on map >>

Structure Number: 56 0450L,  Location: 08-RIV-010-6.95-BAU (Lat: 33.931667,  Lng: -116.985000),  Route carried "under" structure: City street Y428,  Year Built: 1961,  Structure Length: 12.80m (41.99ft),  Average Daily Traffic: 4,900 (year 1998),  Truck Traffic: 6%,  Features Intersected: VEILE AVE,  Facility Carried by Structure: INTERSTATE 10
Minimum Vertical Clearance: 4.95m (16.24ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Lanes under structure: 5,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 25.9m (85.0ft)

Find on map >>

Structure Number: 56 0450R,  Location: 08-RIV-010-6.95-BAU (Lat: 33.931667,  Lng: -116.985000),  Route carried "under" structure: City street Y428,  Year Built: 1961,  Structure Length: 4.57m (14.99ft),  Average Daily Traffic: 1,100 (year 1998),  Truck Traffic: 2%,  Features Intersected: VEILE AVE,  Facility Carried by Structure: INTERSTATE 10
Minimum Vertical Clearance: 4.65m (15.26ft),  Kilometerpoint: 0.000,  Lanes on structure: 5,  Lanes under structure: 2,  Material/Design: Concrete,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 23.8m (78.1ft)

Find on map >>

Structure Number: 56 0451G,  Location: 08-RIV-060-30.44-BAU (Lat: 33.933333,  Lng: -116.991667),  Route carried "under" structure: Bypass Interstate 10,  Year Built: 1961,  Structure Length: 8.17m (26.80ft),  Average Daily Traffic: 1,850 (year 1998),  Truck Traffic: 14%,  Features Intersected: 6TH ST OFF-RAMP
Minimum Vertical Clearance: 4.52m (14.83ft),  Kilometerpoint: 0.675,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 30.5m (100.1ft)

Find on map >>

Structure Number: 56 0452F,  Location: 08-RIV-010-6.67-BAU (Lat: 33.933333,  Lng: -116.991667),  Route carried "under" structure: Interstate 10,  Year Built: 1961,  Structure Length: 11.28m (37.01ft),  Average Daily Traffic: 62,000 (year 2001),  Truck Traffic: 14%,  Features Intersected: INTERSTATE 10
Minimum Vertical Clearance: 5.18m (16.99ft),  Kilometerpoint: 0.667,  Lanes on structure: 2,  Lanes under structure: 3,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 32.0m (105.0ft)

Find on map >>

Structure Number: 56 0457R,  Location: 08-RIV-010-6.88-BAU (Lat: 33.931667,  Lng: -116.986667),  Route carried "under" structure: Bypass Interstate 10,  Year Built: 1961,  Structure Length: 7.32m (24.02ft),  Average Daily Traffic: 38,700 (year 1997),  Truck Traffic: 15%,  Features Intersected: E-10 / 6TH ST OFF-RAMP
Minimum Vertical Clearance: 4.39m (14.40ft),  Kilometerpoint: 0.688,  Lanes on structure: 5,  Lanes under structure: 8,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 27.7m (90.9ft)