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OLD LYTTON SPRINGS over DRY CREEK BRANCH

Map 

Coordinates:
+29.94510, -97.66082
29°56'42" N, 97°39'39" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:OLD LYTTON SPRINGS over DRY CREEK BRANCH
Structure number:140280AA0154002
Location:1.30 MI SW OF FM 1185
Purpose:Carries highway over waterway
Route classification:Local (Rural) [09]
Length of largest span:9.8 ft. [3.0 m]
Total length:36.1 ft. [11.0 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:2005
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:Concrete Cast-in-Place [1]
Wearing surface:Bituminous [6]

Latest Available Inspection: January 2016 

Status:Open, no restriction [A]
Average daily traffic:120 [as of 2010]
Structural appraisal:Better than present minimum criteria [7]
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:Equal to present desirable criteria [8]
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:90.0

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
January 201690.0Not deficient---120
January 201490.0Not deficient---120
February 201290.0Not deficient---120
February 201085.4Not deficient---270
January 200884.4Not deficient---270
February 200685.4Not deficient---270
May 200588.9Not deficient---270
March 200439.5Structurally deficientGoodSatisfactorySatisfactory270
April 200239.5Structurally deficientGoodSatisfactorySatisfactory254
April 200039.5Structurally deficientGoodSatisfactorySatisfactory254
February 199858.3Functionally obsoleteGoodSatisfactorySatisfactory210
December 199558.3Functionally obsoleteVery GoodSatisfactorySatisfactory210
January 199462.3Functionally obsoleteVery GoodGoodSatisfactory210
January 199252.1Functionally obsoleteVery GoodSatisfactoryGood45