Share:

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 

Good/Fair/Poor Condition:Fair
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. RatingConditionDeckSuperstructureSubstructureSD/FOADT
August 201586.4FairSatisfactorySatisfactoryGood-160
August 201389.5GoodGoodGoodGood-30
August 201184.0GoodGoodGoodGood-30
August 200984.3GoodGoodGoodGood-40
September 200784.3GoodVery GoodGoodGood-40
August 200584.3GoodVery GoodGoodGood-50
September 200390.9GoodGoodGoodGood-40
September 200190.9GoodGoodGoodGood-40
October 199990.9GoodGoodGoodGood-30
April 199885.9GoodVery GoodVery GoodGood-40
March 199685.9GoodVery GoodVery GoodGood-40
May 199477.6GoodVery GoodVery GoodGood-50
March 199277.6GoodVery GoodVery GoodGood-30
June 199077.6GoodVery GoodVery GoodGood-50