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FM 2771 over WEST CREEK

Map 

Coordinates:
+29.96848, -99.16419
29°58'07" N, 99°09'51" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:FM 2771 over WEST CREEK
Structure number:151330085602001
Location:1.8 MI E OF SH 16
Purpose:Carries highway over waterway
Route classification:Major Collector (Rural) [07]
Length of largest span:9.8 ft. [3.0 m]
Total length:23.0 ft. [7.0 m]
Roadway width between curbs:27.9 ft. [8.5 m]
Deck width edge-to-edge:44.9 ft. [13.7 m]
Skew angle:15°
Owner:State Highway Agency [01]
Year built:1965
Historic significance:Bridge is possibly eligible for the National Register of Historic Places [3]
Design load:M 18 / H 20 [4]
Number of main spans:2
Main spans material:Concrete [1]
Main spans design:Culvert [19]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Bituminous [6]

Latest Available Inspection: November 2014 

Status:Open, no restriction [A]
Average daily traffic:490 [as of 2011]
Truck traffic:22% of total traffic
Structural appraisal:Better than present minimum criteria [7]
Deck geometry appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
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:98.6

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
November 201498.6Not deficient---490
December 201098.6Not deficient---480
January 200796.6Not deficient---430
October 200296.7Not deficient---420
October 199896.8Not deficient---280
April 199696.8Not deficient---290
January 199494.7Not deficient---320
August 199193.8Not deficient---270