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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 2016 

Good/Fair/Poor Condition:Good
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. RatingConditionDeckSuperstructureSubstructureSD/FOADT
August 201697.8GoodGoodVery GoodGood-20
August 201497.8GoodGoodVery GoodGood-20
August 201298.8GoodGoodVery GoodGood-20
August 201098.8GoodGoodVery GoodGood-20
September 200898.8GoodVery GoodVery GoodGood-20
October 200698.8GoodVery GoodVery GoodVery Good-20
October 200498.8GoodVery GoodVery GoodVery Good-20
December 200299.8GoodVery GoodVery GoodVery Good-20
December 200098.8GoodVery GoodVery GoodVery Good-20
December 199898.8GoodVery GoodVery GoodVery Good-20
March 199799.8GoodVery GoodVery GoodVery Good-20
March 199599.8GoodVery GoodVery GoodVery Good-20
March 199389.7GoodExcellentExcellentExcellent-20
March 199189.7GoodExcellentExcellentExcellent-20