Share:

COLITA LOOP over TRIB ROCKY CREEK

Map 

Coordinates:
+30.87034, -95.01274
30°52'13" N, 95°00'46" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:COLITA LOOP over TRIB ROCKY CREEK
Structure number:111870AA0117001
Location:1.2 MI N OF FM 3152
Purpose:Carries highway over waterway
Route classification:Local (Rural) [09]
Length of largest span:55.1 ft. [16.8 m]
Total length:57.1 ft. [17.4 m]
Roadway width between curbs:23.6 ft. [7.2 m]
Deck width edge-to-edge:25.9 ft. [7.9 m]
Owner:County Highway Agency [02]
Year built:2013
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Main span material:Prestressed concrete [5]
Main span design:Box beam or girders - Multiple [05]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Monolithic Concrete (concurrently placed with structural deck) [1]

Latest Available Inspection: July 2015 

Status:Open, no restriction [A]
Average daily traffic:525 [as of 2015]
Deck condition:Very Good [8 out of 9]
Superstructure condition:Very Good [8 out of 9]
Substructure condition:Very Good [8 out of 9]
Structural appraisal:Equal to present desirable criteria [8]
Deck geometry appraisal:Meets minimum tolerable limits to be left in place as is [4]
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: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]
Scour condition:Bridge foundations determined to be stable for assessed or calculated scour condition. [5]
Operating rating:48.5 tons [44.1 metric tons]
Inventory rating:35.6 tons [32.4 metric tons]
Sufficiency rating:85.3
Recommended work:Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]
Estimated cost of work:$4,000

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
July 201585.3Not deficientVery GoodVery GoodVery Good525
July 201385.3Not deficientVery GoodVery GoodVery Good525
July 201128.4Structurally deficientFairFairFair525
May 200928.6Structurally deficientFairFairFair525
May 200728.6Structurally deficientFairFairFair525
June 200532.7Structurally deficientGoodFairFair525
May 200334.7Structurally deficientGoodFairSatisfactory525
June 200136.8Structurally deficientGoodFairSatisfactory525
April 199935.7Structurally deficientFairFairSatisfactory525
April 199746.9Structurally deficientGoodSatisfactoryVery Good525
March 199548.8Not deficientGoodSatisfactoryVery Good500
May 199338.7Structurally deficientVery GoodGoodVery Good500
May 199138.7Structurally deficientVery GoodSatisfactoryVery Good500
May 199038.7Structurally deficientVery GoodGoodVery Good500