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TASMAN DRIVE over BARBER LANE

Map 

Coordinates:
+37.41694, -121.91500
37°25'01" N, 121°54'54" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

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 

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]
Evaluation:Structurally deficient [1]
Sufficiency rating:96.0

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
June 201596.0Structurally deficientPoorVery GoodGood15550
June 201398.0Not deficientFairVery GoodSatisfactory15550
July 200999.0Not deficientSatisfactoryVery GoodSatisfactory15550
June 200599.0Not deficientGoodVery GoodSatisfactory15550
June 200394.4Not deficientGoodVery GoodGood6000
July 200194.4Not deficientGoodVery GoodGood6000
August 199994.4Not deficientGoodVery GoodGood6000