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SH 27 over BRUSHY CREEK

Map 

Coordinates:
+30.08565, -99.24721
30°05'08" N, 99°14'50" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:SH 27 over BRUSHY CREEK
Structure number:151330014203012
Location:2.5 MI NW OF SH 39
Purpose:Carries highway over waterway
Route classification:Collector (Urban) [17]
Length of largest span:4.9 ft. [1.5 m]
Total length:34.1 ft. [10.4 m]
Roadway width between curbs:41.3 ft. [12.6 m]
Deck width edge-to-edge:45.3 ft. [13.8 m]
Owner:State Highway Agency [01]
Year built:1934
Year reconstructed:1963
Historic significance:Bridge is possibly eligible for the National Register of Historic Places [3]
Design load:M 13.5 / H 15 [2]
Number of main spans:6
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 2015 

Status:Open, no restriction [A]
Average daily traffic:3,600 [as of 2011]
Truck traffic:3% of total traffic
Structural appraisal:Equal to present minimum criteria [6]
Deck geometry appraisal:Equal to present minimum criteria [6]
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:35.6 tons [32.4 metric tons]
Inventory rating:26.7 tons [24.3 metric tons]
Sufficiency rating:82.7
Recommended work:Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]
Estimated cost of work:$139,000

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
January 201582.7Not deficient---3600
January 201382.7Not deficient---3600
January 201182.8Not deficient---3700
December 200882.8Not deficient---3700
December 200685.2Not deficient---3500
December 200493.1Not deficient---3500
January 200393.1Not deficient---3500
October 200094.1Not deficient---3000
October 199893.7Not deficient---3200
April 199694.1Not deficient---2500
January 199425.0Structurally deficient---2600
September 198988.4Not deficient---2300