SH 26 - 03 -6.44 over SALINE CREEK


+34.06251, -93.58076
34°03'45" N, 93°34'51" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.


Name:SH 26 - 03 -6.44 over SALINE CREEK
Structure number:000000000006651
Purpose:Carries highway over waterway
Route classification:Minor Arterial (Rural) [06]
Length of largest span:67.9 ft. [20.7 m]
Total length:180.1 ft. [54.9 m]
Roadway width between curbs:40.0 ft. [12.2 m]
Deck width edge-to-edge:42.7 ft. [13.0 m]
Skew angle:20°
Owner:State Highway Agency [01]
Year built:1998
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:Steel continuous [4]
Main spans design:Stringer/Multi-beam or girder [02]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Monolithic Concrete (concurrently placed with structural deck) [1]

Latest Available Inspection: July 2016 

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:1,600 [as of 2014]
Truck traffic:1% of total traffic
Deck condition:Good [7 out of 9]
Superstructure condition:Very Good [8 out of 9]
Substructure condition:Very Good [8 out of 9]
Structural appraisal:Equal to present desirable criteria [8]
Deck geometry appraisal:Better than present minimum criteria [7]
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]
Pier/abutment protection:Navigation protection not required [1]
Scour condition:Bridge foundations determined to be stable for assessed or calculated scour condition. [5]
Operating rating:59.8 tons [54.4 metric tons]
Inventory rating:36.0 tons [32.7 metric tons]
Sufficiency rating:97.4

Previous Inspections 

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
July 201697.4GoodGoodVery GoodVery Good-1600
July 201497.4GoodGoodVery GoodVery Good-1600
October 201297.4GoodGoodVery GoodVery Good-1600
October 201097.4GoodGoodVery GoodVery Good-1600
October 200897.4GoodGoodVery GoodVery Good-1600
October 200697.4GoodGoodVery GoodVery Good-1600
December 200497.1GoodVery GoodVery GoodVery Good-1800
December 200296.1GoodVery GoodVery GoodVery Good-1800
December 200096.8GoodVery GoodVery GoodVery Good-1400
September 199898.5GoodExcellentExcellentExcellent-1400