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FM 1619 over JONAH CREEK

Map 

Coordinates:
+34.63997, -100.40044
34°38'24" N, 100°24'02" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:FM 1619 over JONAH CREEK
Structure number:250380165002002
Location:3.111MI S HALL CL
Purpose:Carries highway over waterway
Route classification:Minor Collector (Rural) [08]
Length of largest span:40.0 ft. [12.2 m]
Total length:190.0 ft. [57.9 m]
Roadway width between curbs:24.0 ft. [7.3 m]
Deck width edge-to-edge:25.3 ft. [7.7 m]
Owner:State Highway Agency [01]
Year built:1956
Year reconstructed:1961
Historic significance:Bridge is possibly eligible for the National Register of Historic Places [3]
Design load:M 13.5 / H 15 [2]
Number of main spans:3
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: August 2015 

Status:Open, no restriction [A]
Average daily traffic:160 [as of 2013]
Truck traffic:30% of total traffic
Deck condition:Satisfactory [6 out of 9]
Superstructure condition:Satisfactory [6 out of 9]
Substructure condition:Good [7 out of 9]
Structural appraisal:Equal to present minimum criteria [6]
Deck geometry appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Water adequacy appraisal:Better than present minimum criteria [7]
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:28.7 tons [26.1 metric tons]
Sufficiency rating:86.4

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
August 201586.4Not deficientSatisfactorySatisfactoryGood160
August 201389.5Not deficientGoodGoodGood30
August 201184.0Not deficientGoodGoodGood30
August 200984.3Not deficientGoodGoodGood40
September 200784.3Not deficientVery GoodGoodGood40
August 200584.3Not deficientVery GoodGoodGood50
September 200390.9Not deficientGoodGoodGood40
September 200190.9Not deficientGoodGoodGood40
October 199990.9Not deficientGoodGoodGood30
April 199885.9Not deficientVery GoodVery GoodGood40
March 199685.9Not deficientVery GoodVery GoodGood40
May 199477.6Not deficientVery GoodVery GoodGood50
March 199277.6Not deficientVery GoodVery GoodGood30
June 199077.6Not deficientVery GoodVery GoodGood50