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US 183 over BERRY CREEK

Map

Coordinates:
+30.88027, -97.91996
30°52'49" N, 97°55'12" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts

Name:US 183 over BERRY CREEK
Structure number:140270027303017
Location:0.30 MI SE OF LP 308
Purpose:Carries highway over waterway
Route classification:Principal Arterial - Other (Rural) [02]
Length of largest span:8.9 ft. [2.7 m]
Total length:55.1 ft. [16.8 m]
Roadway width between curbs:46.9 ft. [14.3 m]
Deck width edge-to-edge:49.2 ft. [15.0 m]
Skew angle:45°
Owner:State Highway Agency [01]
Year built:1958
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:4
Main spans material:Concrete [1]
Main spans design:Culvert [19]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Bituminous [6]

Latest Available Inspection: June 2015

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:6,560 [as of 2013]
Truck traffic:11% of total traffic
Structural appraisal:Better than present minimum criteria [7]
Deck geometry appraisal:Basically intolerable requiring high priority of replacement [2]
Water adequacy appraisal:Equal to present minimum criteria [6]
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]
Operating rating:48.5 tons [44.1 metric tons]
Inventory rating:35.6 tons [32.4 metric tons]
Sufficiency rating:81.0
Recommended work:Other structural work, including hydraulic replacements. [38]
Estimated cost of work:$6,000

Previous Inspections

DateSuff. RatingConditionCulvert ConditionSD/FOADT
June 201581.0Good7 out of 10FO6560
June 201381.0Good7 out of 10FO4700
October 201179.0Good7 out of 10FO5700
October 200979.0Good7 out of 10FO5200
February 200880.0Fair6 out of 10FO5600
November 200580.0Good7 out of 10FO5200
December 200372.5Good7 out of 10FO5200
December 199972.5Good7 out of 10FO4600
February 199871.5Good7 out of 10FO3200
April 199675.5Good7 out of 10-3200
June 199474.5Good7 out of 10-3000
March 199267.6Good7 out of 10-2700