Share:

SH 276 over EAST HACKBERRY CREEK

Map

Coordinates:
+32.89985, -96.36107
32°53'59" N, 96°21'40" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:SH 276 over EAST HACKBERRY CREEK
Structure number:181990129003012
Location:0.51 MI E OF FM 551
Purpose:Carries highway over waterway
Route classification:Principal Arterial - Other Freeways or Expressways (Urban) [12]
Length of largest span:9.8 ft. [3.0 m]
Total length:32.2 ft. [9.8 m]
Roadway width between curbs:46.9 ft. [14.3 m]
Deck width edge-to-edge:61.4 ft. [18.7 m]
Owner:State Highway Agency [01]
Year built:1969
Historic significance:Bridge is possibly eligible for the National Register of Historic Places [3]
Number of main spans:3
Main spans material:Concrete [1]
Main spans design:Culvert [19]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Bituminous [6]

Latest Available Inspection: September 2017

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:11,130 [as of 2013]
Truck traffic:5% of total traffic
Structural appraisal:Equal to present minimum criteria [6]
Deck geometry appraisal:Superior to present desirable criteria [9]
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]
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:82.7

Previous Inspections

DateConditionCulvert ConditionADTSuff. Rating
September 2017Good7 out of 101113082.7
September 2015Good7 out of 101113090.3
September 2013Good7 out of 10990091.3
November 2011Good7 out of 10970091.4
February 2010Good7 out of 10960091.6
January 2008Good7 out of 101006091.3
January 2006Good7 out of 101100097.8
January 2004Good7 out of 101210099.7
January 2002Good7 out of 101040099.7
March 2000Good7 out of 10770099.7
January 1998Good7 out of 10620098.7
February 1996Good7 out of 10620097.7
March 1994Good7 out of 10610099.7
February 1992Good7 out of 10710096.1