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US 380 over CARROLL CREEK

Map 

Coordinates:
+33.18782, -98.07632
33°11'16" N, 98°04'35" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:US 380 over CARROLL CREEK
Structure number:021200130901002
Location:2.8 MI W OF FM-1156
Purpose:Carries highway over waterway
Route classification:Principal Arterial - Other (Rural) [02]
Length of largest span:69.9 ft. [21.3 m]
Total length:140.1 ft. [42.7 m]
Roadway width between curbs:44.0 ft. [13.4 m]
Deck width edge-to-edge:46.6 ft. [14.2 m]
Skew angle:30°
Owner:State Highway Agency [01]
Year built:1968
Historic significance:Bridge is possibly eligible for the National Register of Historic Places [3]
Design load:MS 18 / HS 20 [5]
Number of main spans:2
Main spans material:Prestressed concrete [5]
Main spans design:Stringer/Multi-beam or girder [02]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Bituminous [6]

Latest Available Inspection: January 2015 

Status:Open, no restriction [A]
Average daily traffic:2,400 [as of 2011]
Truck traffic:12% of total traffic
Deck condition:Good [7 out of 9]
Superstructure condition:Good [7 out of 9]
Substructure condition:Satisfactory [6 out of 9]
Structural appraisal:Equal to present minimum criteria [6]
Deck geometry appraisal:Better than present minimum criteria [7]
Water adequacy appraisal:Equal to present desirable criteria [8]
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]
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:94.0

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
January 201594.0Not deficientGoodGoodSatisfactory2400
January 201394.0Not deficientGoodGoodSatisfactory2400
January 201196.8Not deficientGoodGoodGood2500
January 200996.7Not deficientGoodGoodGood2600
January 200796.5Not deficientGoodGoodGood2800
January 200596.5Not deficientVery GoodSatisfactoryGood2800
January 200397.6Not deficientVery GoodGoodVery Good1900
January 200197.8Not deficientVery GoodGoodVery Good1700
January 199997.5Not deficientVery GoodGoodVery Good1950
April 199797.8Not deficientVery GoodGoodGood1750
February 199584.4Not deficientVery GoodGoodGood1650
March 199393.1Not deficientVery GoodVery GoodGood1500
March 199192.7Not deficientVery GoodVery GoodGood1800