Share:

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:M 18 / H 20 [4]
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 

Good/Fair/Poor Condition:Fair
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. RatingConditionDeckSuperstructureSubstructureSD/FOADT
January 201594.0FairGoodGoodSatisfactory-2400
January 201394.0FairGoodGoodSatisfactory-2400
January 201196.8GoodGoodGoodGood-2500
January 200996.7GoodGoodGoodGood-2600
January 200796.5GoodGoodGoodGood-2800
January 200596.5FairVery GoodSatisfactoryGood-2800
January 200397.6GoodVery GoodGoodVery Good-1900
January 200197.8GoodVery GoodGoodVery Good-1700
January 199997.5GoodVery GoodGoodVery Good-1950
April 199797.8GoodVery GoodGoodGood-1750
February 199584.4GoodVery GoodGoodGood-1650
March 199393.1GoodVery GoodVery GoodGood-1500
March 199192.7GoodVery GoodVery GoodGood-1800