Share:

NFA A540 over FORTY-EIGHT CREEK

Map

Coordinates:
+35.39500, -87.66750
35°23'42" N, 87°40'03" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:NFA A540 over FORTY-EIGHT CREEK
Structure number:910A5340001
Location:6.2 MI NE JCT SR15&SR99
Purpose:Carries highway over waterway
Route classification:Local (Rural) [09]
Length of largest span:19.0 ft. [5.8 m]
Total length:96.1 ft. [29.3 m]
Roadway width between curbs:11.2 ft. [3.4 m]
Deck width edge-to-edge:12.1 ft. [3.7 m]
Owner:County Highway Agency [02]
Year built:1955
Historic significance:Historical significance is not determinable at this time [4]
Design load:M 13.5 / H 15 [2]
Number of main spans:5
Main spans material:Steel [3]
Main spans design:Stringer/Multi-beam or girder [02]
Deck type:Wood or Timber [8]
Wearing surface:Wood or Timber [7]

Latest Available Inspection: May 2015

Good/Fair/Poor Condition:Fair
Status:Posted for load [P]
Average daily traffic:10 [as of 2016]
Truck traffic:4% of total traffic
Deck condition:Fair [5 out of 9]
Superstructure condition:Fair [5 out of 9]
Substructure condition:Fair [5 out of 9]
Structural appraisal:Basically intolerable requiring high priority of replacement [2]
Deck geometry appraisal:Basically intolerable requiring high priority of corrrective action [3]
Water adequacy appraisal:Meets minimum tolerable limits to be left in place as is [4]
Roadway alignment appraisal:Basically intolerable requiring high priority of corrrective action [3]
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:5.0 tons [4.5 metric tons]
Inventory rating:5.0 tons [4.5 metric tons]
Sufficiency rating:17.0
Recommended work:Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]
Estimated cost of work:$932,000

Previous Inspections

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
May 201517.0FairFairFairFairSD10
August 201317.0FairFairFairFairSD10
September 201117.0FairFairFairFairSD10
January 201117.0FairFairFairFairSD10
December 200935.3FairFairFairFairFO10
May 200836.3FairSatisfactoryFairFairFO10
December 200735.3PoorPoorFairFairSD10
February 200636.3FairSatisfactoryFairFairFO10
March 200436.3FairSatisfactoryFairFairFO10
April 200236.3FairSatisfactoryFairFairFO10
August 200036.3FairSatisfactoryFairFairFO10
September 199837.3FairFairFairFairFO10
September 199622.2PoorFairFairPoorSD30
December 199422.2PoorFairFairPoorSD30
January 199320.2PoorFairFairPoorSD30
July 199120.2PoorFairFairPoorSD30