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CR 109 over ALAMOSA CREEK

Map 

Coordinates:
+34.24048, -100.92039
34°14'26" N, 100°55'13" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:CR 109 over ALAMOSA CREEK
Structure number:251730AA0185001
Location:1.0 MI N OF FM 97
Purpose:Carries highway over waterway
Route classification:Local (Rural) [09]
Length of largest span:7.9 ft. [2.4 m]
Total length:50.9 ft. [15.5 m]
Roadway width between curbs:24.9 ft. [7.6 m]
Deck width edge-to-edge:29.9 ft. [9.1 m]
Owner:County Highway Agency [02]
Year built:2004
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:6
Main spans material:Concrete [1]
Main spans design:Culvert [19]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Monolithic Concrete (concurrently placed with structural deck) [1]

Latest Available Inspection: September 2014 

Status:Open, no restriction [A]
Average daily traffic:15 [as of 2010]
Structural appraisal:Better than present minimum criteria [7]
Deck geometry appraisal:Equal to present minimum criteria [6]
Water adequacy appraisal:Better than present minimum criteria [7]
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:99.0

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
September 201499.0Not deficient---15
September 201298.0Not deficient---15
August 201098.0Not deficient---15
October 2008100.0Not deficient---15
November 2006100.0Not deficient---15
April 2005100.0Not deficient---15
December 200427.7Structurally deficientGoodGoodGood15
January 200427.7Structurally deficientGoodGoodGood15
January 200327.7Structurally deficientGoodGoodGood15
January 200228.7Structurally deficientGoodGoodGood15
December 200028.7Structurally deficientGoodGoodGood15
December 199823.9Structurally deficientSatisfactorySatisfactoryGood15
January 199735.1Structurally deficientGoodGoodVery Good15
January 199537.9Structurally deficientGoodGoodVery Good15
March 199337.9Structurally deficientVery GoodVery GoodVery Good15
February 199135.9Not deficientVery GoodVery GoodVery Good15