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SH 153 over ELM CREEK TRIBUTARY

Map

Coordinates:
+31.93639, -99.87231
31°56'11" N, 99°52'20" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:SH 153 over ELM CREEK TRIBUTARY
Structure number:072000065004018
Location:1.0 MI E OF FM 2647
Purpose:Carries highway over waterway
Route classification:Major Collector (Rural) [07]
Length of largest span:6.9 ft. [2.1 m]
Total length:67.9 ft. [20.7 m]
Roadway width between curbs:65.9 ft. [20.1 m]
Deck width edge-to-edge:67.3 ft. [20.5 m]
Owner:State Highway Agency [01]
Year built:1971
Historic significance:Bridge is possibly eligible for the National Register of Historic Places [3]
Design load:MS 18 / HS 20 [5]
Number of main spans:9
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 2014

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:920 [as of 2011]
Truck traffic:25% of total traffic
Structural appraisal:Better than present minimum criteria [7]
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:Banks are protected or well vegetated. River control devices such as spur dikes and embankment protection are not required or are in a stable condition. [8]
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:97.0

Previous Inspections

DateConditionCulvert ConditionADTSuff. Rating
September 2014Good7 out of 1092097.0
September 2010Good7 out of 1082097.0
August 2006Good7 out of 1077097.0
September 2004Good7 out of 1077086.9
September 2002Good7 out of 1082086.9
August 1998Good7 out of 1098086.9
August 1996Good7 out of 1066086.9
August 1994Good7 out of 1061086.9
August 1990Good7 out of 1064094.1