SHARP CR 68 Campto over LOVE CREEK


+36.14667, -91.60333
36°08'48" N, 91°36'12" W


Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:SHARP CR 68 Campto over LOVE CREEK
Structure number:000000000021941
Location:.75 MI E SH 167
Purpose:Carries highway over waterway
Route classification:Local (Rural) [09]
Length of largest span:23.0 ft. [7.0 m]
Total length:60.0 ft. [18.3 m]
Roadway width between curbs:27.2 ft. [8.3 m]
Deck width edge-to-edge:27.2 ft. [8.3 m]
Skew angle:65°
Owner:County Highway Agency [02]
Year built:1997
Historic significance:Historical significance is not determinable at this time [4]
Number of main spans:2
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: April 2015

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:83 [as of 1998]
Truck traffic:1% of total traffic
Deck condition:Good [7 out of 9]
Superstructure condition:Good [7 out of 9]
Substructure condition:Good [7 out of 9]
Structural appraisal:Better than present minimum criteria [7]
Deck geometry appraisal:Equal to present minimum criteria [6]
Water adequacy appraisal:Better than present minimum criteria [7]
Roadway alignment appraisal:Equal to present minimum criteria [6]
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:97.0

Previous Inspections

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
April 201597.0GoodGoodGoodGood-83
April 201397.0GoodGoodGoodGood-83
April 201197.0GoodGoodGoodGood-83
April 200997.0GoodGoodGoodGood-83
April 200797.0GoodGoodGoodGood-83
May 200597.0GoodVery GoodGoodVery Good-83
April 200497.0GoodVery GoodGoodVery Good-83
May 200297.0GoodVery GoodGoodVery Good-83
April 200097.0GoodVery GoodGoodVery Good-83
February 199897.0GoodVery GoodVery GoodVery Good-83