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FM 393 over PENDENCIA CREEK

Map

Coordinates:
+28.65786, -100.00475
28°39'28" N, 100°00'17" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:FM 393 over PENDENCIA CREEK
Structure number:222540087801008
Location:0.7 MI S OF FM 2691
Purpose:Carries highway over waterway
Route classification:Major Collector (Rural) [07]
Length of largest span:12.1 ft. [3.7 m]
Total length:24.9 ft. [7.6 m]
Roadway width between curbs:25.9 ft. [7.9 m]
Deck width edge-to-edge:27.2 ft. [8.3 m]
Skew angle:30°
Owner:State Highway Agency [01]
Year built:1959
Historic significance:Bridge is possibly eligible for the National Register of Historic Places [3]
Number of main spans:2
Main spans material:Concrete [1]
Main spans design:Culvert [19]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Bituminous [6]

Latest Available Inspection: November 2018

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:210 [as of 2013]
Truck traffic:23% of total traffic
Structural appraisal:Equal to present minimum criteria [6]
Deck geometry appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Water adequacy appraisal:Basically intolerable requiring high priority of corrrective action [3]
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:81.8

Previous Inspections

DateConditionCulvert ConditionADTSuff. Rating
November 2018Good7 out of 1021081.8
November 2016Good7 out of 1021081.5
November 2014Good7 out of 1020081.5
December 2012Good7 out of 1020081.5
January 2011Good7 out of 1010082.8
December 2008Good7 out of 1010086.8
November 2004Good7 out of 108096.7
November 2000Good7 out of 107092.7
December 1998Good8 out of 107092.7
October 1996Good7 out of 107092.7
May 1994Good8 out of 108092.7