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CR K over JONAH CREEK

Map 

Coordinates:
+34.60200, -100.37653
34°36'07" N, 100°22'36" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:CR K over JONAH CREEK
Structure number:250380AA0202001
Location:2.5 MI E OF FM 1619
Purpose:Carries highway over waterway
Route classification:Local (Rural) [09]
Length of largest span:60.0 ft. [18.3 m]
Total length:120.1 ft. [36.6 m]
Roadway width between curbs:27.9 ft. [8.5 m]
Deck width edge-to-edge:29.9 ft. [9.1 m]
Owner:County Highway Agency [02]
Year built:1990
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:Monolithic Concrete (concurrently placed with structural deck) [1]

Latest Available Inspection: August 2014 

Status:Open, no restriction [A]
Average daily traffic:20 [as of 2010]
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:Better than present minimum criteria [7]
Roadway alignment appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
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:97.8

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
August 201497.8Not deficientGoodVery GoodGood20
August 201298.8Not deficientGoodVery GoodGood20
August 201098.8Not deficientGoodVery GoodGood20
September 200898.8Not deficientVery GoodVery GoodGood20
October 200698.8Not deficientVery GoodVery GoodVery Good20
October 200498.8Not deficientVery GoodVery GoodVery Good20
December 200299.8Not deficientVery GoodVery GoodVery Good20
December 200098.8Not deficientVery GoodVery GoodVery Good20
December 199898.8Not deficientVery GoodVery GoodVery Good20
March 199799.8Not deficientVery GoodVery GoodVery Good20
March 199599.8Not deficientVery GoodVery GoodVery Good20
March 199389.7Not deficientExcellentExcellentExcellent20
March 199189.7Not deficientExcellentExcellentExcellent20