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US 290 over WILLIAMS CREEK

Map 

Coordinates:
+30.24091, -98.58023
30°14'27" N, 98°34'49" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:US 290 over WILLIAMS CREEK
Structure number:140160011303043
Location:2.0 MI W OF FM 1320
Purpose:Carries highway over waterway
Route classification:Principal Arterial - Other (Rural) [02]
Length of largest span:24.9 ft. [7.6 m]
Total length:200.1 ft. [61.0 m]
Roadway width between curbs:51.8 ft. [15.8 m]
Deck width edge-to-edge:54.5 ft. [16.6 m]
Owner:State Highway Agency [01]
Year built:1955
Year reconstructed:1966
Historic significance:Bridge is possibly eligible for the National Register of Historic Places [3]
Design load:M 18 / H 20 [4]
Number of main spans:8
Main spans material:Concrete continuous [2]
Main spans design:Slab [01]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Bituminous [6]

Latest Available Inspection: April 2015 

Status:Open, no restriction [A]
Average daily traffic:4,020 [as of 2013]
Truck traffic:14% of total traffic
Deck condition:Good [7 out of 9]
Superstructure condition:Good [7 out of 9]
Substructure condition:Good [7 out of 9]
Structural appraisal:Better than present minimum criteria [7]
Deck geometry appraisal:Meets minimum tolerable limits to be left in place as is [4]
Water adequacy appraisal:Equal to present minimum criteria [6]
Roadway alignment appraisal:Equal to present desirable criteria [8]
Channel protection:Bank is beginning to slump. River control devices and embankment protection have widespread minor damage. There is minor stream bed movement evident. Debris is restricting the channel slightly. [6]
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:68.4

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
April 201568.4Not deficientGoodGoodGood4020
June 201368.4Not deficientGoodGoodGood5200
June 201168.4Not deficientGoodGoodGood5100
July 200961.2Not deficientGoodGoodGood5000
July 200762.2Not deficientGoodGoodGood5000
September 200578.3Not deficientVery GoodGoodGood5000
March 200383.0Not deficientVery GoodSatisfactorySatisfactory4500
April 200183.0Not deficientVery GoodSatisfactorySatisfactory5000
May 199983.0Not deficientVery GoodSatisfactorySatisfactory4400
June 199783.0Not deficientVery GoodSatisfactorySatisfactory3300
June 199584.0Not deficientGoodGoodGood3900
June 199380.8Not deficientGoodGoodGood3100
September 199181.8Not deficientGoodGoodGood2800