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

Find on map >>

Structure Number: 39 022,  Location: 10-MER-099-R29-LVTN (Lat: 37.383333,  Lng: -120.713333),  Route carried "on" structure: City street ,  Year Built: 1997,  Status: Open,  Structure Length: 7.01m (23.00ft),  Average Daily Traffic: 800 (year 1998),  Truck Traffic: 4%,  Average Future Daily Traffic: 1,253 (year 2028),  Design Load: HS 20+Mod,  Features Intersected: SR 99,  Facility Carried by Structure: HAMMATT AVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 3,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 15.8m (51.8ft),  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 36.5m (119.8ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 0.0m,  Curb-To-Curb Width: 15.8m (51.8ft),  Out-to-Out Width: 18.2m (59.7ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Operating Rating: 53.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2006,  Deck Structure Type: Concrete Cast-file-Place

Find on map >>

Structure Number: 39 0221,  Location: 10-MER-099-R29.56-LVTN (Lat: 37.387778,  Lng: -120.722500),  Route carried "on" structure: City street ,  Year Built: 1997,  Status: Open,  Structure Length: 7.73m (25.36ft),  Average Daily Traffic: 1,200 (year 1998),  Truck Traffic: 4%,  Average Future Daily Traffic: 1,670 (year 2028),  Design Load: HS 20+Mod,  Features Intersected: SR 99,  Facility Carried by Structure: CRESSEY STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 3,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 15.8m (51.8ft),  Skew: 1 degrees,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 39.8m (130.6ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 15.8m (51.8ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Operating Rating: 53.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: 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: June 2006,  Deck Structure Type: Concrete Cast-file-Place

Find on map >>

Structure Number: 39 0223,  Location: 10-MER-099-R30.38-LVTN (Lat: 37.390556,  Lng: -120.736667),  Route carried "on" structure: City street ,  Year Built: 1997,  Status: Open,  Structure Length: 7.36m (24.15ft),  Average Daily Traffic: 800 (year 1998),  Truck Traffic: 3%,  Average Future Daily Traffic: 1,045 (year 2028),  Design Load: HS 20+Mod,  Features Intersected: SR 99,  Facility Carried by Structure: WINTON PARKWAY
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 3,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 18.3m (60.0ft),  Skew: 2 degrees,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 37.0m (121.4ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 15.8m (51.8ft),  Out-to-Out Width: 18.3m (60.0ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Operating Rating: 53.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: 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: June 2006,  Deck Structure Type: Concrete Cast-file-Place

Find on map >>

Structure Number: 39C0356,  Route carried "on" structure: Business City street ,  Year Built: 1997,  Status: Open,  Structure Length: 5.34m (17.52ft),  Average Daily Traffic: 2,334 (year 2000),  Truck Traffic: 3%,  Average Future Daily Traffic: 5,186 (year 2029),  Design Load: HS 20+Mod,  Features Intersected: SPTC TRACKS,  Facility Carried by Structure: HAMMATT AVENUE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 17.4m (57.1ft),  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 20.6m (67.6ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 0.0m,  Curb-To-Curb Width: 15.8m (51.8ft),  Out-to-Out Width: 18.1m (59.4ft)

Condition: Deck: Fair,  Superstructure: Good,  Substructure: Good,  Operating Rating: 53.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2007,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

Find on map >>

Structure Number: 39C0367,  Location: 0.6 MI W CRESY ROAD (Lat: 37.402556,  Lng: -120.723028),  Route carried "on" structure: City street ,  Year Built: 2005,  Status: Open,  Structure Length: 1.83m (6.00ft),  Average Daily Traffic: 200 (year 2002),  Truck Traffic: 5%,  Average Future Daily Traffic: 309 (year 2029),  Design Load: HS 20+Mod,  Features Intersected: HAMMATT LATERAL,  Facility Carried by Structure: BIRD STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 7.5m (24.6ft),  Skew: 5 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 17.9m (58.7ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 7.5m (24.6ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Very good,  Operating Rating: 54.0 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,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2008,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

Find on map >>

Structure Number: 39 022,  Location: 10-MER-099-R29-LVTN (Lat: 37.383333,  Lng: -120.713333),  Route carried "under" structure: State highway 99,  Year Built: 1997,  Structure Length: 7.01m (23.00ft),  Average Daily Traffic: 35,700 (year 1997),  Truck Traffic: 2%,  Features Intersected: SR 99,  Facility Carried by Structure: HAMMATT AVE
Minimum Vertical Clearance: 5.38m (17.65ft),  Kilometerpoint: 0.290,  Lanes on structure: 3,  Lanes under structure: 4,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 36.5m (119.8ft)

Find on map >>

Structure Number: 39 0221,  Location: 10-MER-099-R29.56-LVTN (Lat: 37.387778,  Lng: -120.722500),  Route carried "under" structure: State highway 99,  Year Built: 1997,  Structure Length: 7.73m (25.36ft),  Average Daily Traffic: 36,900 (year 1997),  Truck Traffic: 2%,  Features Intersected: SR 99,  Facility Carried by Structure: CRESSEY STREET
Minimum Vertical Clearance: 5.23m (17.16ft),  Kilometerpoint: 2.956,  Lanes on structure: 3,  Lanes under structure: 4,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 39.8m (130.6ft)

Find on map >>

Structure Number: 39 0222,  Location: 10-MER-099-R29.85-LVTN (Lat: 37.388889,  Lng: -120.727778),  Route carried "under" structure: State highway 99,  Year Built: 1993,  Structure Length: 16.31m (53.51ft),  Average Daily Traffic: 36,900 (year 1997),  Truck Traffic: 2%,  Features Intersected: UP RR
Minimum Vertical Clearance: 0.49m (1.61ft),  Kilometerpoint: 2.985,  Lanes under structure: 4,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 14.6m (47.9ft)

Find on map >>

Structure Number: 39 0223,  Location: 10-MER-099-R30.38-LVTN (Lat: 37.390556,  Lng: -120.736667),  Route carried "under" structure: State highway 99,  Year Built: 1997,  Structure Length: 7.36m (24.15ft),  Average Daily Traffic: 36,900 (year 1997),  Truck Traffic: 2%,  Features Intersected: SR 99,  Facility Carried by Structure: WINTON PARKWAY
Minimum Vertical Clearance: 5.23m (17.16ft),  Kilometerpoint: 3.038,  Lanes on structure: 3,  Lanes under structure: 4,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 37.0m (121.4ft)

Find on map >>

Structure Number: 39C0363,  Location: 10-MER-000-0-LVTN (Lat: 37.389361,  Lng: -120.729028),  Route carried "under" structure: County highway ,  Year Built: 1938,  Structure Length: 3.66m (12.01ft),  Average Daily Traffic: 36,900 (year 1997),  Truck Traffic: 27%,  Features Intersected: FRONTAGE ROAD,  Facility Carried by Structure: RAILROAD
Minimum Vertical Clearance: 0.46m (1.51ft),  Kilometerpoint: 0.000,  Lanes under structure: 4,  Material/Design: Steel,  Design/Construction: Girder and Floorbeam System,  Length of Maximum Span: 17.7m (58.1ft)