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CO RD 48 over POPULAR CREEK

Map 

Coordinates:
+34.60166, -87.52193
34°36'06" N, 87°31'19" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:CO RD 48 over POPULAR CREEK
Structure number:014239
Location:SOUTH CULVERT CQ 12 X 8
Purpose:Carries highway over waterway
Route classification:Major Collector (Rural) [07]
Length of largest span:12.1 ft. [3.7 m]
Total length:50.9 ft. [15.5 m]
Roadway width between curbs:44.3 ft. [13.5 m]
Deck width edge-to-edge:45.9 ft. [14.0 m]
Owner:County Highway Agency [02]
Year built:1987
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:4
Main spans material:Concrete [1]
Main spans design:Culvert [19]
Deck type:Not applicable [N]
Wearing surface:Bituminous [6]

Latest Available Inspection: September 2011 

Status:Open, no restriction [A]
Average daily traffic:1,260 [as of 1986]
Truck traffic:1% of total traffic
Structural appraisal:Better than present minimum criteria [7]
Deck geometry appraisal:Superior to present desirable criteria [9]
Water adequacy appraisal:Equal to present minimum criteria [6]
Roadway alignment appraisal:Equal to present minimum criteria [6]
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]
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:78.0 tons [70.9 metric tons]
Inventory rating:47.0 tons [42.7 metric tons]
Sufficiency rating:98.6
Estimated cost of work:$889,000

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
September 201198.6Not deficient---1260
January 201098.6Not deficient---1260
March 200898.6Not deficient---1260
April 200698.6Not deficient---1260
March 200498.6Not deficient---1260
October 200298.6Not deficient---1260
February 200198.6Not deficient---1260
January 199998.6Not deficient---1260
January 199798.6Not deficient---1260
February 199598.7Not deficient---1260
November 199298.7Not deficient---1260