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FM 2127 over JONES CREEK

Map 

Coordinates:
+33.45699, -98.13514
33°27'25" N, 98°08'07" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:FM 2127 over JONES CREEK
Structure number:021200128701001
Location:0.4 MI E OF POSTOAK
Purpose:Carries highway over waterway
Route classification:Minor Collector (Rural) [08]
Length of largest span:7.9 ft. [2.4 m]
Total length:25.9 ft. [7.9 m]
Roadway width between curbs:19.4 ft. [5.9 m]
Deck width edge-to-edge:29.5 ft. [9.0 m]
Owner:State Highway Agency [01]
Year built:1955
Historic significance:Bridge is possibly eligible for the National Register of Historic Places [3]
Design load:M 18 / H 20 [4]
Number of main spans:3
Main spans material:Concrete [1]
Main spans design:Culvert [19]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Bituminous [6]

Latest Available Inspection: January 2015 

Status:Open, no restriction [A]
Average daily traffic:140 [as of 2011]
Truck traffic:12% of total traffic
Structural appraisal:Better than present minimum criteria [7]
Deck geometry appraisal:Basically intolerable requiring high priority of corrrective action [3]
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]
Culvert condition:Shrinkage cracks, light scaling and insignificant spalling which does not expose reinforcing steel. Insignificant damage caused by drift with no misalignment and not requiring corrective action. Some minor scouring has occured near curtain walls, wingwalls or pipes. Metal culverts have a smooth symmetrical curvature with superficial corrosion and no pitting. [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]
Evaluation:Functionally obsolete [2]
Sufficiency rating:77.5

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
January 201577.5Functionally obsolete---140
January 201377.5Functionally obsolete---140
January 201197.5Not deficient---150
January 200997.5Not deficient---160
January 200797.4Not deficient---210
January 200597.4Not deficient---190
January 200397.5Not deficient---170
January 200197.3Not deficient---250
January 199997.3Not deficient---240
March 199786.3Not deficient---210
February 199586.1Not deficient---260
February 199393.4Not deficient---220
February 199193.4Not deficient---210