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SH 16 over WEST CREEK

Map 

Coordinates:
+29.97611, -99.17285
29°58'34" N, 99°10'22" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:SH 16 over WEST CREEK
Structure number:151330029103113
Location:0.9 MI E OF FM 2771
Purpose:Carries highway over waterway
Route classification:Minor Arterial (Rural) [06]
Length of largest span:51.8 ft. [15.8 m]
Total length:105.0 ft. [32.0 m]
Roadway width between curbs:40.0 ft. [12.2 m]
Deck width edge-to-edge:42.0 ft. [12.8 m]
Skew angle:25°
Owner:State Highway Agency [01]
Year built:1980
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:2
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:3,400 [as of 2011]
Truck traffic:8% of total traffic
Deck condition:Very Good [8 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:Equal to present minimum criteria [6]
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:97.2

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
January 201597.2Not deficientVery GoodVery GoodGood3400
January 201397.2Not deficientVery GoodVery GoodGood3400
December 201097.2Not deficientVery GoodVery GoodGood3600
December 200897.1Not deficientVery GoodVery GoodGood3700
January 200798.1Not deficientVery GoodVery GoodGood3800
November 200499.1Not deficientVery GoodVery GoodGood3800
October 200298.1Not deficientVery GoodVery GoodGood3800
October 200098.2Not deficientVery GoodVery GoodGood3300
October 199894.2Not deficientVery GoodVery GoodGood3100
June 199694.3Not deficientGoodVery GoodGood2700
January 199494.5Not deficientVery GoodVery GoodVery Good2300
September 199194.4Not deficientExcellentVery GoodGood2700