S-32-1287 over SECOND CREEK


+33.88172, -81.13573
33°52'54" N, 81°08'09" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.


Name:S-32-1287 over SECOND CREEK
Structure number:000000000006729
Old structure number:003270128700100 (from 1992 edition)
Purpose:Carries highway over waterway
Route classification:Local (Rural) [09]
Length of largest span:15.1 ft. [4.6 m]
Total length:44.9 ft. [13.7 m]
Roadway width between curbs:31.5 ft. [9.6 m]
Deck width edge-to-edge:33.5 ft. [10.2 m]
Owner:State Highway Agency [01]
Year built:1975
Historic significance:Historical significance is not determinable at this time [4]
Design load:M 9 / H 10 [1]
Number of main spans:3
Main spans material:Concrete [1]
Main spans design:Slab [01]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Bituminous [6]

Latest Available Inspection: October 2013 

Status:Posted for load [P]
Average daily traffic:516 [as of 2012]
Truck traffic:6% of total traffic
Deck condition:Good [7 out of 9]
Superstructure condition:Good [7 out of 9]
Substructure condition:Poor [4 out of 9]
Structural appraisal:Meets minimum tolerable limits to be left in place as is [4]
Deck geometry appraisal:Equal to present minimum criteria [6]
Water adequacy appraisal:Better than present minimum criteria [7]
Roadway alignment appraisal:Equal to present desirable criteria [8]
Channel protection:Banks are protected or well vegetated. River control devices such as spur dikes and embankment protection are not required or are in a stable condition. [8]
Scour condition:Bridge foundations determined to be stable for assessed or calculated scour condition. [5]
Operating rating:32.7 tons [29.7 metric tons]
Inventory rating:19.8 tons [18.0 metric tons]
Evaluation:Structurally deficient [1]
Sufficiency rating:48.1
Recommended work:Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]
Estimated cost of work:$299,000

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
October 201348.1Structurally deficientGoodGoodPoor516
October 201248.1Structurally deficientGoodGoodPoor516
October 201147.1Structurally deficientGoodGoodPoor516
October 201073.2Not deficientGoodGoodSatisfactory516
October 200973.2Not deficientGoodGoodSatisfactory516
November 200873.2Not deficientGoodGoodSatisfactory516
November 200735.8Structurally deficientGoodGoodSatisfactory516
December 200662.1Not deficientFairFairSatisfactory520
December 200562.1Not deficientFairFairSatisfactory520