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IH 10 WB over HASSENWINKLE CREEK

Map 

Coordinates:
+30.01039, -98.95351
30°00'37" N, 98°57'13" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:IH 10 WB over HASSENWINKLE CREEK
Structure number:151330014214084
Location:11 MI SE OF SH 16
Purpose:Carries highway over waterway
Route classification:Principal Arterial - Interstate (Rural) [01]
Length of largest span:65.0 ft. [19.8 m]
Total length:165.0 ft. [50.3 m]
Roadway width between curbs:40.0 ft. [12.2 m]
Deck width edge-to-edge:42.3 ft. [12.9 m]
Skew angle:45°
Owner:State Highway Agency [01]
Year built:1970
Historic significance:Bridge is possibly eligible for the National Register of Historic Places [3]
Design load:MS 18 / HS 20 [5]
Number of main spans:3
Main spans material:Prestressed concrete [5]
Main spans design:Stringer/Multi-beam or girder [02]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Bituminous [6]

Latest Available Inspection: January 2015 

Status:Open, no restriction [A]
Average daily traffic:5,160 [as of 2011]
Truck traffic:26% of total traffic
Deck condition:Good [7 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:Better than present minimum criteria [7]
Water adequacy appraisal:Superior to present desirable criteria [9]
Roadway alignment appraisal:Equal to present desirable criteria [8]
Channel protection:Bank protection is in need of minor repairs. River control devices and embankment protection have a little minor damage. Banks and/or channel have minor amounts of drift. [7]
Scour condition:Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Operating rating:48.5 tons [44.1 metric tons]
Inventory rating:35.6 tons [32.4 metric tons]
Sufficiency rating:96.5

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
January 201596.5Not deficientGoodVery GoodGood5160
January 201396.5Not deficientGoodVery GoodGood5160
January 201196.6Not deficientGoodVery GoodGood4100
December 200896.3Not deficientGoodVery GoodGood7010
January 200797.5Not deficientGoodVery GoodGood5785
November 200497.5Not deficientGoodVery GoodGood5785
October 200297.5Not deficientVery GoodVery GoodGood5785
October 200097.4Not deficientVery GoodVery GoodGood6150
October 199892.5Not deficientVery GoodVery GoodGood5440
May 199692.5Not deficientGoodVery GoodGood5000
January 199491.6Not deficientVery GoodVery GoodVery Good4530
September 199190.7Not deficientVery GoodVery GoodVery Good3740