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TR 130A over SPRING BRANCH

Map

Coordinates:
+39.63011, -89.34520
39°37'48" N, 89°20'43" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:TR 130A over SPRING BRANCH
Structure number:011332200000000
Old structure number:000011332201572 (from 1992 edition)
Location:1.25 MI N SHARPSBURG
Purpose:Carries highway over waterway
Route classification:Local (Rural) [09]
Length of largest span:29.9 ft. [9.1 m]
Total length:91.9 ft. [28.0 m]
Roadway width between curbs:24.3 ft. [7.4 m]
Deck width edge-to-edge:24.3 ft. [7.4 m]
Skew angle:30°
Owner:Town or Township Highway Agency [03]
Year built:1983
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:Prestressed concrete [5]
Main spans design:Box beam or girders - Multiple [05]
Deck type:Concrete Precast Panels [2]
Wearing surface:Gravel [8]

Latest Available Inspection: November 2014

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:150 [as of 2012]
Truck traffic:7% of total traffic
Deck condition:Satisfactory [6 out of 9]
Superstructure condition:Satisfactory [6 out of 9]
Substructure condition:Very Good [8 out of 9]
Structural appraisal:Equal to present minimum criteria [6]
Deck geometry appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Water adequacy appraisal:Equal to present minimum criteria [6]
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]
Scour condition:Bridge foundations determined to be stable for assessed or calculated scour condition. [5]
Operating rating:48.8 tons [44.4 metric tons]
Inventory rating:35.6 tons [32.4 metric tons]
Sufficiency rating:92.5

Previous Inspections

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
November 201492.5FairSatisfactorySatisfactoryVery Good-150
November 201294.5FairSatisfactorySatisfactoryVery Good-150
February 201194.5FairSatisfactorySatisfactoryVery Good-150
January 200794.5GoodVery GoodVery GoodVery Good-150
December 200294.5GoodVery GoodVery GoodVery Good-125
April 199994.5GoodVery GoodVery GoodVery Good-125
May 1994100.0GoodVery GoodVery GoodVery Good-19
April 1991100.0GoodExcellentExcellentExcellent-19