Share:

TRIPLE CREEK LOOP over ROBINETT BRANCH

Map 

Coordinates:
+30.83615, -95.07640
30°50'10" N, 95°04'35" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:TRIPLE CREEK LOOP over ROBINETT BRANCH
Structure number:111870AA0115001
Location:1.0 MI NW OF FM 3152
Purpose:Carries highway over waterway
Route classification:Local (Rural) [09]
Length of largest span:7.9 ft. [2.4 m]
Total length:30.8 ft. [9.4 m]
Skew angle:15°
Owner:County Highway Agency [02]
Year built:1995
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 18 / HS 20 [5]
Number of main spans:3
Main spans material:Concrete [1]
Main spans design:Culvert [19]
Deck type:Not applicable [N]

Latest Available Inspection: July 2015 

Status:Open, no restriction [A]
Average daily traffic:55 [as of 2015]
Structural appraisal:Better than present minimum criteria [7]
Water adequacy appraisal:Meets minimum tolerable limits to be left in place as is [4]
Roadway alignment appraisal:Better than present minimum criteria [7]
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]
Operating rating:48.5 tons [44.1 metric tons]
Inventory rating:35.6 tons [32.4 metric tons]
Sufficiency rating:96.0

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
July 201596.0Not deficient---55
July 201396.0Not deficient---55
July 201196.0Not deficient---55
May 200996.0Not deficient---55
May 200796.0Not deficient---55
May 200597.0Not deficient---55
May 200398.0Not deficient---55
June 200198.0Not deficient---55
April 199998.0Not deficient---55
April 199798.0Not deficient---55
April 199598.0Not deficient---50
May 199320.0Structurally deficientSatisfactorySatisfactorySerious50
May 199120.0Structurally deficientGoodSatisfactorySerious50
May 199017.0Structurally deficientGoodSatisfactoryPoor500