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TUOLUMNE STREET over UP RR, G STREET & H ST

Map

Coordinates:
+36.73583, -119.79778
36°44'09" N, 119°47'52" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:TUOLUMNE STREET over UP RR, G STREET & H ST
Structure number:42C0593
Location:400 FT EAST OF G STREET
Purpose:Carries highway and pedestrian walkway over highway and railroad
Route classification:Other Principal Arterial (Urban) [14]
Length of largest span:89.9 ft. [27.4 m]
Total length:1053.2 ft. [321.0 m]
Roadway width between curbs:27.9 ft. [8.5 m]
Deck width edge-to-edge:36.7 ft. [11.2 m]
Vertical clearance below bridge:16.4 ft. [5.0 m]
Owner:City or Municipal Highway Agency [04]
Year built:1958
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 18 / HS 20 [5]
Number of main spans:13
Main spans material:Steel [3]
Main spans design:Stringer/Multi-beam or girder [02]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Bituminous [6]

Latest Available Inspection: January 2017

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:5,403 [as of 2011]
Truck traffic:2% of total traffic
Deck condition:Fair [5 out of 9]
Superstructure condition:Fair [5 out of 9]
Substructure condition:Fair [5 out of 9]
Structural appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Deck geometry appraisal:Basically intolerable requiring high priority of corrrective action [3]
Underclearances appraisal:Meets minimum tolerable limits to be left in place as is [4]
Roadway alignment appraisal:Equal to present desirable criteria [8]
Scour condition:Bridge not over waterway. [N]
Operating rating:56.7 tons [51.5 metric tons]
Inventory rating:34.2 tons [31.1 metric tons]
Sufficiency rating:62.7
Recommended work:Bridge rehabilitation because of general structure deterioration or inadequate strength. [35]
Estimated cost of work:$5,735,000

Previous Inspections

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
January 201762.7FairFairFairFairFO5403
February 201573.8FairFairGoodSatisfactoryFO5403
March 201373.8FairFairGoodSatisfactoryFO5403
October 201173.8FairFairGoodSatisfactoryFO5403
December 200973.7FairFairGoodSatisfactoryFO6259
January 200872.1FairFairGoodSatisfactoryFO6259
November 200572.1FairFairGoodSatisfactoryFO6259
November 200372.1FairFairGoodSatisfactoryFO6259
November 200170.1PoorPoorGoodGoodSD6259
November 199970.1PoorPoorGoodGoodSD6259
October 199560.0FairSatisfactorySatisfactoryFairFO6259
December 199357.9FairSatisfactorySatisfactoryFairFO6259
December 199057.9FairSatisfactorySatisfactoryFairFO6259

Element Data

Source: National Bridge Elements dataset, 2016 edition. This feature is experimental.
ElementUnitsQuantity1. Good2. Fair3. Poor4. Serious
Superstructure
Steel Girder/Beamlinear ft.1,303326900770
Steel Protective Coatingsq. ft.12,0479,037003,010
Deck
Reinforced Concrete Decksq. ft.3,4201,8241,541550
Wearing Surfacessq. ft.3,9903,79002000
Substructure
Reinforced Concrete Columneach2919730
Reinforced Concrete Pier Walllinear ft.1111000
Reinforced Concrete Abutmentlinear ft.2222000
Steel Pier Caplinear ft.45250200
Steel Protective Coatingsq. ft.1774050087
Reinforced Concrete Pier Caplinear ft.1571471000
Joints
Pourable Jointlinear ft.131131000
Bearings
Movable Bearingeach8989000
Bridge Rail
Steel or Aluminum Bridge Raillinear ft.6426192003
Deck
Reinforced Concrete Slabsq. ft.235235000
Wearing Surfacessq. ft.235235000