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HOLLOW ROAD over PINHOOK CREEK

Map 

Coordinates:
+34.78333, -86.58333
34°46'60" N, 86°34'60" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:HOLLOW ROAD over PINHOOK CREEK
Structure number:014634
Old structure number:0000011545M0010 (from 1992 edition)
Location:.2 M N OF WINCHESTER RD
Purpose:Carries highway over waterway
Route classification:Local (Urban) [19]
Length of largest span:11.2 ft. [3.4 m]
Total length:32.2 ft. [9.8 m]
Roadway width between curbs:28.2 ft. [8.6 m]
Deck width edge-to-edge:35.1 ft. [10.7 m]
Skew angle:38°
Owner:City or Municipal Highway Agency [04]
Year built:1988
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:M 18 / H 20 [4]
Number of main spans:3
Main spans material:Concrete [1]
Main spans design:Culvert [19]
Deck type:Not applicable [N]

Latest Available Inspection: April 2014 

Status:Open, no restriction [A]
Average daily traffic:890 [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:Better than present minimum criteria [7]
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:62.8 tons [57.1 metric tons]
Inventory rating:37.6 tons [34.2 metric tons]
Sufficiency rating:88.4
Estimated cost of work:$1,508,000

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
April 201488.4Not deficient---890
April 201288.4Not deficient---890
April 201088.4Not deficient---890
April 200878.6Not deficient---890
September 200678.6Not deficient---890
September 200478.6Not deficient---890
September 200278.6Not deficient---890
January 200178.6Not deficient---890
November 199878.5Not deficient---890
November 199669.7Not deficient---875
December 199469.7Not deficient---860
January 199367.7Not deficient---850
February 199179.9Not deficient---750