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TASMAN DRIVE over BARBER LANE

Map

Coordinates:
+37.41694, -121.91500
37°25'01" N, 121°54'54" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:TASMAN DRIVE over BARBER LANE
Structure number:37C0373R
Location:0.2 KM WEST OF I-880
Purpose:Carries highway over highway
Route classification:Local (Rural) [09]
Length of largest span:86.9 ft. [26.5 m]
Total length:159.5 ft. [48.6 m]
Roadway width between curbs:58.1 ft. [17.7 m]
Deck width edge-to-edge:66.6 ft. [20.3 m]
Vertical clearance below bridge:17.1 ft. [5.2 m]
Skew angle:
Owner:City or Municipal Highway Agency [04]
Year built:1996
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 18+Mod / HS 20+Mod [6]
Number of main spans:2
Main spans material:Prestressed concrete continuous [6]
Main spans design:Box beam or girders - Multiple [05]
Deck type:Concrete Cast-in-Place [1]

Latest Available Inspection: June 2015

Good/Fair/Poor Condition:Poor
Status:Open, no restriction [A]
Average daily traffic:15,550 [as of 2005]
Truck traffic:10% of total traffic
Deck condition:Poor [4 out of 9]
Superstructure condition:Very Good [8 out of 9]
Substructure condition:Good [7 out of 9]
Structural appraisal:Better than present minimum criteria [7]
Deck geometry appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Underclearances appraisal:Better than present minimum criteria [7]
Roadway alignment appraisal:Equal to present desirable criteria [8]
Scour condition:Bridge not over waterway. [N]
Operating rating:59.5 tons [54.1 metric tons]
Inventory rating:35.6 tons [32.4 metric tons]
Sufficiency rating:96.0

Previous Inspections

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
June 201596.0PoorPoorVery GoodGoodSD15550
June 201398.0FairFairVery GoodSatisfactory-15550
July 200999.0FairSatisfactoryVery GoodSatisfactory-15550
June 200599.0FairGoodVery GoodSatisfactory-15550
June 200394.4GoodGoodVery GoodGood-6000
July 200194.4GoodGoodVery GoodGood-6000
August 199994.4GoodGoodVery GoodGood-6000