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

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Structure Number: 54 057,  Location: 08-SBD-010-27.64-LMLN (Lat: 34.066675,  Lng: -117.237208),  Route carried "on" structure: Interstate 10,  Year Built: 1962,  Year Reconstructed: 1990,  Status: Open,  Structure Length: 11.31m (37.11ft),  Average Daily Traffic: 189,000 (year 2008),  Truck Traffic: 12%,  Average Future Daily Traffic: 210,000 (year 2028),  Design Load: HS 20,  Features Intersected: BNSF, MISSION STORM CHNL
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 27.640,  Lanes on structure: 8,  Base Highway Network: Yes (,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 45.5m (149.3ft),  Skew: 35 degrees,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 34.1m (111.9ft),  Curb-To-Curb Width: 45.7m (149.9ft),  Out-to-Out Width: 47.2m (154.9ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 54.1 metric tons,  Inventory Rating: 32.4 metric tons,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Equal to 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: June 10,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 54 0596,  Location: 08-SBD-010-27.3-LMLN (Lat: 34.066667,  Lng: -117.243333),  Route carried "on" structure: Interstate 10,  Year Built: 1962,  Year Reconstructed: 1990,  Status: Open,  Structure Length: 4.75m (15.58ft),  Average Daily Traffic: 184,000 (year 2008),  Truck Traffic: 12%,  Average Future Daily Traffic: 205,000 (year 2028),  Design Load: HS 20,  Features Intersected: MOUNTAIN VIEW AVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 27.300,  Lanes on structure: 8,  Lanes under structure: 5,  Base Highway Network: Yes (,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 45.7m (149.9ft),  Skew: 30 degrees,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 27.4m (89.9ft),  Curb-To-Curb Width: 45.7m (149.9ft),  Out-to-Out Width: 47.2m (154.9ft)

Condition: Deck: Fair,  Superstructure: Good,  Substructure: Good,  Operating Rating: 54.1 metric tons,  Inventory Rating: 32.4 metric tons,  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: June 10,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 54 0597,  Location: 08-SBD-010-26.81-LMLN (Lat: 34.066189,  Lng: -117.252475),  Route carried "on" structure: City street ,  Year Built: 1962,  Status: Open,  Structure Length: 6.95m (22.80ft),  Average Daily Traffic: 450 (year 2005),  Truck Traffic: 2%,  Average Future Daily Traffic: 600 (year 2028),  Design Load: HS 20,  Features Intersected: INTERSTATE 10,  Facility Carried by Structure: RICHARDSON STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 8,  Owner: State Highway Agency,  Approaching Roadway Width: 9.5m (31.2ft),  Skew: 1 degrees,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 25.0m (82.0ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 0.0m,  Curb-To-Curb Width: 9.6m (31.5ft),  Out-to-Out Width: 12.3m (40.4ft)

Condition: Deck: Fair,  Superstructure: Satisfactory,  Substructure: Good,  Operating Rating: 69.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 41.7 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,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: August 11,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 54 0598,  Location: 08-SBD-010-26.27-LMLN (Lat: 34.064289,  Lng: -117.261078),  Route carried "on" structure: Interstate 10,  Year Built: 1962,  Year Reconstructed: 1990,  Status: Open,  Structure Length: 4.94m (16.21ft),  Average Daily Traffic: 198,000 (year 2008),  Truck Traffic: 11%,  Average Future Daily Traffic: 220,000 (year 2028),  Design Load: HS 20,  Features Intersected: TIPPECANOE AVENUE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 26.270,  Lanes on structure: 8,  Lanes under structure: 6,  Base Highway Network: Yes (,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 45.5m (149.3ft),  Skew: 31 degrees,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 28.0m (91.9ft),  Curb-To-Curb Width: 45.6m (149.6ft),  Out-to-Out Width: 47.2m (154.9ft)

Condition: Deck: Fair,  Superstructure: Very good,  Substructure: Good,  Operating Rating: 54.1 metric tons,  Inventory Rating: 32.4 metric tons,  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: August 11,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 54C013,  Location: 0.65 MI SOUTH I-10 (Lat: 34.056067,  Lng: -117.262267),  Route carried "on" structure: City street R034,  Year Built: 1968,  Status: Open,  Structure Length: 6.83m (22.41ft),  Average Daily Traffic: 12,520 (year 2008),  Truck Traffic: 1%,  Average Future Daily Traffic: 17,628 (year 2029),  Design Load: HS 20,  Features Intersected: UP RR & AMTRAK,  Facility Carried by Structure: ANDERSON ST
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 15.8m (51.8ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 24.1m (79.1ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 15.8m (51.8ft),  Out-to-Out Width: 19.5m (64.0ft)

Condition: Deck: Fair,  Superstructure: Very good,  Substructure: Good,  Operating Rating: 87.9 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,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 10,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 54C0143,  Location: 0.25 MI S OF I-10 (Lat: 34.061389,  Lng: -117.261083),  Route carried "on" structure: City street R034,  Year Built: 1971,  Status: Open,  Structure Length: 2.74m (8.99ft),  Average Daily Traffic: 12,520 (year 2008),  Truck Traffic: 1%,  Average Future Daily Traffic: 17,628 (year 2029),  Design Load: HS 20,  Features Intersected: SAN TIMOTEO CREEK,  Facility Carried by Structure: ANDERSON ST
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 20.1m (65.9ft),  Skew: 21 degrees,  Material/Design: Concrete continuous,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 13.7m (44.9ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 20.1m (65.9ft),  Out-to-Out Width: 26.8m (87.9ft)

Condition: Deck: Poor,  Superstructure: Fair,  Substructure: Good,  Channel: Very good,  Operating Rating: 99.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 81.6 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: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 10,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 54C0353,  Location: 1.0 MI S OF I-10 (Lat: 34.052694,  Lng: -117.243667),  Route carried "on" structure: City street R033,  Year Built: 1980,  Year Reconstructed: 2010,  Status: Open,  Structure Length: 3.69m (12.11ft),  Average Daily Traffic: 10,432 (year 2008),  Truck Traffic: 2%,  Average Future Daily Traffic: 14,690 (year 2029),  Design Load: HS 20+Mod,  Features Intersected: UP RR & AMTRAK,  Facility Carried by Structure: MOUNTAIN VIEW AVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 21.9m (71.9ft),  Skew: 2 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 36.3m (119.1ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 21.9m (71.9ft),  Out-to-Out Width: 24.9m (81.7ft)

Condition: Deck: Satisfactory,  Superstructure: Very good,  Substructure: 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: Equal to present desirable 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: December 10,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 54C0436,  Location: 0.3 MI S OF REDLANDS BLVD (Lat: 34.058806,  Lng: -117.254611),  Route carried "on" structure: City street ,  Year Built: 1980,  Status: Open,  Structure Length: 2.56m (8.40ft),  Average Daily Traffic: 210 (year 2003),  Truck Traffic: 2%,  Average Future Daily Traffic: 294 (year 2029),  Features Intersected: SAN TIMOTEO CREEK,  Facility Carried by Structure: POPLAR ST
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: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 24.4m (80.1ft),  Curb or Sidewalk Widths: Left: 0.7m (2.3ft),  Right: 0.7m (2.3ft),  Curb-To-Curb Width: 7.5m (24.6ft),  Out-to-Out Width: 8.1m (26.6ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Good,  Channel: Excellent,  Operating Rating: 71.6 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: Somewhat better than minimum adequacy,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 10,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 54C0545,  Location: 0.9 MI S/O I-10 (Lat: 34.054194,  Lng: -117.243750),  Route carried "on" structure: City street R033,  Year Built: 1980,  Year Reconstructed: 2010,  Status: Open,  Structure Length: 3.41m (11.19ft),  Average Daily Traffic: 10,431 (year 2008),  Truck Traffic: 1%,  Average Future Daily Traffic: 14,690 (year 2029),  Design Load: HS 20,  Features Intersected: SAN TIMOTEO CREEK,  Facility Carried by Structure: MT VIEW AVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 21.9m (71.9ft),  Skew: 2 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 33.5m (109.9ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 21.9m (71.9ft),  Out-to-Out Width: 24.9m (81.7ft)

Condition: Deck: Satisfactory,  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: 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 10,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 54C0571,  Location: 0.4 MI W MTN VIEW AVE (Lat: 34.055778,  Lng: -117.250667),  Route carried "on" structure: City street ,  Year Built: 1982,  Status: Open,  Structure Length: 4.36m (14.30ft),  Average Daily Traffic: 2,086 (year 2008),  Truck Traffic: 2%,  Average Future Daily Traffic: 2,938 (year 2029),  Design Load: HS 20,  Features Intersected: SAN TIMOTEO CREEK,  Facility Carried by Structure: VAN LEUVEN ST
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 13.4m (44.0ft),  Skew: 5 degrees,  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 12.2m (40.0ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 0.0m,  Curb-To-Curb Width: 13.4m (44.0ft),  Out-to-Out Width: 15.8m (51.8ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  Channel: Excellent,  Operating Rating: 78.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 47.1 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: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: December 10,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 54 0596,  Location: 08-SBD-010-27.3-LMLN (Lat: 34.066667,  Lng: -117.243333),  Route carried "under" structure: City street R033,  Year Built: 1962,  Structure Length: 4.75m (15.58ft),  Average Daily Traffic: 12,000 (year 2005),  Truck Traffic: 5%,  Features Intersected: MOUNTAIN VIEW AVE,  Facility Carried by Structure: INTERSTATE 10
Minimum Vertical Clearance: 4.59m (15.06ft),  Kilometerpoint: 0.000,  Lanes on structure: 8,  Lanes under structure: 5,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 27.4m (89.9ft)

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Structure Number: 54 0597,  Location: 08-SBD-010-26.81-LMLN (Lat: 34.066189,  Lng: -117.252475),  Route carried "under" structure: Interstate 10,  Year Built: 1962,  Structure Length: 6.95m (22.80ft),  Average Daily Traffic: 198,000 (year 2008),  Truck Traffic: 9%,  Features Intersected: INTERSTATE 10,  Facility Carried by Structure: RICHARDSON STREET
Minimum Vertical Clearance: 5.05m (16.57ft),  Kilometerpoint: 2.681,  Lanes on structure: 2,  Lanes under structure: 8,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 25.0m (82.0ft)

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Structure Number: 54 0598,  Location: 08-SBD-010-26.27-LMLN (Lat: 34.064289,  Lng: -117.261078),  Route carried "under" structure: City street R034,  Year Built: 1962,  Structure Length: 4.94m (16.21ft),  Average Daily Traffic: 18,000 (year 2006),  Truck Traffic: 2%,  Features Intersected: TIPPECANOE AVENUE,  Facility Carried by Structure: INTERSTATE 10
Minimum Vertical Clearance: 0.49m (1.61ft),  Kilometerpoint: 0.000,  Lanes on structure: 8,  Lanes under structure: 6,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 28.0m (91.9ft)