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MASTIN LAKE RD over PINHOOK CREEK

Map 

Coordinates:
+34.77130, -86.59203
34°46'17" N, 86°35'31" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:MASTIN LAKE RD over PINHOOK CREEK
Structure number:001339
Old structure number:0000017645M0340 (from 1992 edition)
Location:1005 MASTIN LAKE RD
Purpose:Carries highway over waterway
Route classification:Local (Urban) [19]
Length of largest span:13.1 ft. [4.0 m]
Total length:39.0 ft. [11.9 m]
Roadway width between curbs:35.4 ft. [10.8 m]
Deck width edge-to-edge:65.0 ft. [19.8 m]
Skew angle:15°
Owner:City or Municipal Highway Agency [04]
Year built:1935
Year reconstructed:1994
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:3
Main spans material:Concrete [1]
Main spans design:Culvert [19]
Deck type:Not applicable [N]

Latest Available Inspection: March 2015 

Status:Open, no restriction [A]
Average daily traffic:6,700 [as of 2013]
Truck traffic:1% of total traffic
Structural appraisal:Better than present minimum criteria [7]
Deck geometry appraisal:Basically intolerable requiring high priority of replacement [2]
Water adequacy appraisal:Better than present minimum criteria [7]
Roadway alignment appraisal:Better than present minimum criteria [7]
Channel protection:Bank protection is being eroded. River control devices and/or embankment have major damage. Trees and rush restrict the channel. [5]
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:97.8 tons [88.9 metric tons]
Inventory rating:76.1 tons [69.2 metric tons]
Evaluation:Functionally obsolete [2]
Sufficiency rating:79.0
Recommended work:Bridge rehabilitation because of general structure deterioration or inadequate strength. [35]
Estimated cost of work:$802,000

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
March 201579.0Functionally obsolete---6700
March 201379.0Functionally obsolete---6700
March 201179.1Functionally obsolete---6400
March 200979.2Functionally obsolete---6000
January 200779.5Functionally obsolete---5000
January 200579.5Functionally obsolete---5000
January 200395.9Not deficient---4800
January 200196.4Not deficient---2760
November 199896.4Not deficient---2730
January 199796.4Not deficient---2720
December 199496.4Not deficient---2700
February 199496.4Not deficient---2600
February 199319.6Structurally deficientSatisfactorySatisfactoryFair2600
February 199119.7Structurally deficientSatisfactoryFairFair2500