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FM 4 over SPILLERS BRANCH

Map

Coordinates:
+33.19594, -98.18964
33°11'45" N, 98°11'23" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:FM 4 over SPILLERS BRANCH
Structure number:021200039107063
Location:.75 MI S OF US 380
Purpose:Carries highway over waterway
Route classification:Major Collector (Rural) [07]
Length of largest span:16.1 ft. [4.9 m]
Total length:33.1 ft. [10.1 m]
Roadway width between curbs:24.0 ft. [7.3 m]
Deck width edge-to-edge:25.6 ft. [7.8 m]
Skew angle:45°
Owner:State Highway Agency [01]
Year built:1936
Historic significance:Bridge is eligible for the National Register of Historic Places [2]
Number of main spans:2
Main spans material:Masonry [8]
Main spans design:Culvert [19]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Bituminous [6]

Latest Available Inspection: January 2017

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:1,230 [as of 2013]
Truck traffic:14% of total traffic
Structural appraisal:Equal to present minimum criteria [6]
Deck geometry appraisal:Meets minimum tolerable limits to be left in place as is [4]
Water adequacy appraisal:Equal to present desirable criteria [8]
Roadway alignment appraisal:Equal to present desirable criteria [8]
Channel protection:Bank protection is in need of minor repairs. River control devices and embankment protection have a little minor damage. Banks and/or channel have minor amounts of drift. [7]
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:72.5
Recommended work:Other structural work, including hydraulic replacements. [38]
Estimated cost of work:$3,000

Previous Inspections

DateConditionCulvert ConditionADTSuff. Rating
January 2017Good7 out of 10123072.5
January 2015Good7 out of 10150072.2
January 2013Good7 out of 10150072.2
January 2011Good7 out of 10130071.5
January 2009Good7 out of 10125071.5
January 2007Good7 out of 1080073.6
January 2005Good7 out of 1088073.3
January 2003Good7 out of 1080073.3
January 2001Good7 out of 1057076.4
January 1999Good7 out of 1077073.3
April 1997Good7 out of 1074076.4
February 1995Good7 out of 1053075.9
February 1993Good7 out of 1063082.5
February 1991Good7 out of 1063082.5