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SH 148 over SANDY CREEK

Map

Coordinates:
+33.46255, -98.19704
33°27'45" N, 98°11'49" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:SH 148 over SANDY CREEK
Structure number:021200039106033
Location:1.3 MI N OF FM-2127
Purpose:Carries highway over waterway
Route classification:Major Collector (Rural) [07]
Length of largest span:7.9 ft. [2.4 m]
Total length:44.0 ft. [13.4 m]
Owner:State Highway Agency [01]
Year built:1948
Year reconstructed:2002
Historic significance:Bridge is possibly eligible for the National Register of Historic Places [3]
Design load:M 13.5 / H 15 [2]
Number of main spans:5
Main spans material:Concrete [1]
Main spans design:Culvert [19]
Deck type:Not applicable [N]

Latest Available Inspection: January 2017

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:460 [as of 2013]
Truck traffic:23% of total traffic
Structural appraisal:Equal to present minimum criteria [6]
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:89.4

Previous Inspections

DateConditionCulvert ConditionADTSuff. Rating
January 2017Good7 out of 1046089.4
January 2015Good7 out of 1029089.3
January 2013Good7 out of 1029089.3
January 2011Good7 out of 1035090.5
January 2009Good8 out of 1033090.5
January 2007Good8 out of 1038090.5
January 2005Good8 out of 1036090.2
January 2003Good8 out of 1041090.2
January 2001Good7 out of 1029090.3
January 1999Good7 out of 1031090.2
March 1997Good7 out of 1042095.7
February 1995Good7 out of 1037096.0
February 1993Good7 out of 1031092.1
February 1991Good7 out of 1035092.1