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S.H. 3 over PENNEY CREEK

Map

Coordinates:
+34.58163, -96.27819
34°34'54" N, 96°16'41" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:S.H. 3 over PENNEY CREEK
Structure number:177660000000000
Old structure number:1506 1480 X (from 1992 edition)
Location:14.8 MI E PONTOTOC CO
Purpose:Carries highway over waterway
Route classification:Principal Arterial - Other (Rural) [02]
Length of largest span:9.8 ft. [3.0 m]
Total length:34.1 ft. [10.4 m]
Roadway width between curbs:44.0 ft. [13.4 m]
Deck width edge-to-edge:87.9 ft. [26.8 m]
Owner:State Highway Agency [01]
Year built:1970
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: September 2018

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:3,200 [as of 2016]
Truck traffic:25% of total traffic
Structural appraisal:Equal to present minimum criteria [6]
Deck geometry appraisal:Better than present minimum criteria [7]
Water adequacy appraisal:Equal to present minimum criteria [6]
Roadway alignment appraisal:Equal to present desirable criteria [8]
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]
Pier/abutment protection:Navigation protection not required [1]
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]
Sufficiency rating:85.1
Recommended work:Widening of existing bridge or other major structure without deck rehabilitation or replacement [33]
Estimated cost of work:$644,000

Previous Inspections

DateConditionCulvert ConditionADTSuff. Rating
September 2018Good7 out of 10320085.1
September 2016Good7 out of 10320085.1
September 2014Good7 out of 10320091.4
September 2012Good7 out of 10320091.4
September 2010Good7 out of 10470088.8
September 2008Good7 out of 10450089.2
May 2006Good7 out of 10260092.5
March 2004Good7 out of 10270092.3
May 2002Good7 out of 10275092.2
April 2000Fair6 out of 10247090.7
February 1996Fair6 out of 10253090.6
November 1993Fair6 out of 10230091.0
November 1991Good7 out of 10220090.1

Element Data

Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Culvert
Reinforced Concrete Culvertlinear ft.262255700