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US 83 over BUCK CREEK

Map 

Coordinates:
+34.70185, -100.18857
34°42'07" N, 100°11'19" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:US 83 over BUCK CREEK
Structure number:250380003105020
Location:2.960MI S COLLINGSWORTH C
Purpose:Carries highway over waterway
Route classification:Minor Arterial (Rural) [06]
Length of largest span:89.9 ft. [27.4 m]
Total length:630.0 ft. [192.0 m]
Roadway width between curbs:42.0 ft. [12.8 m]
Deck width edge-to-edge:44.0 ft. [13.4 m]
Owner:State Highway Agency [01]
Year built:1997
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:7
Main spans material:Prestressed concrete [5]
Main spans design:Stringer/Multi-beam or girder [02]
Deck type:Concrete Precast Panels [2]
Wearing surface:Monolithic Concrete (concurrently placed with structural deck) [1]

Latest Available Inspection: August 2015 

Status:Open, no restriction [A]
Average daily traffic:1,580 [as of 2012]
Truck traffic:22% 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:Equal to present minimum criteria [6]
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
August 201597.2Not deficientGoodVery GoodGood1580
August 201397.2Not deficientGoodVery GoodGood1580
August 201197.2Not deficientGoodVery GoodGood1580
August 200997.2Not deficientGoodVery GoodGood1580
September 200797.2Not deficientGoodVery GoodGood1580
August 200597.2Not deficientGoodVery GoodGood1500
September 200397.2Not deficientGoodVery GoodGood1500
September 200197.2Not deficientGoodVery GoodGood1500
October 199997.3Not deficientGoodVery GoodGood1400
April 199897.5Not deficientGoodVery GoodGood1000
March 199797.5Not deficientExcellentExcellentExcellent1000