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PISGAH DRIVE over PINHOOK CREEK

Map 

Coordinates:
+34.79773, -86.59058
34°47'52" N, 86°35'26" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:PISGAH DRIVE over PINHOOK CREEK
Structure number:017813
Location:6110 PISGAH DRIVE
Purpose:Carries highway and pedestrian walkway over waterway
Route classification:Local (Urban) [19]
Length of largest span:7.9 ft. [2.4 m]
Total length:25.9 ft. [7.9 m]
Roadway width between curbs:31.2 ft. [9.5 m]
Deck width edge-to-edge:41.3 ft. [12.6 m]
Owner:City or Municipal Highway Agency [04]
Year built:2000
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]
Wearing surface:Monolithic Concrete (concurrently placed with structural deck) [1]

Latest Available Inspection: February 2016 

Status:Open, no restriction [A]
Average daily traffic:1,450 [as of 2013]
Truck traffic:1% of total traffic
Structural appraisal:Better than present minimum criteria [7]
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 minimum criteria [6]
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:70.8 tons [64.4 metric tons]
Inventory rating:42.5 tons [38.6 metric tons]
Sufficiency rating:97.6
Recommended work:Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]
Estimated cost of work:$381,000

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
February 201697.6Not deficient---1450
February 201497.6Not deficient---1450
February 201297.6Not deficient---1450
February 201097.6Not deficient---1450
February 200897.6Not deficient---1450
April 200697.6Not deficient---1450
April 200497.6Not deficient---1450
April 200297.6Not deficient---1450
January 200097.6Not deficient---1450