+35.91334, -91.82708
35°54'48" N, 91°49'37" W


Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:LaffertyTrl IZARD over W LAFFERTY CREEK
Structure number:000000000004493
Location:6.11 MI SW SH 69
Purpose:Carries highway over waterway
Route classification:Minor Collector (Rural) [08]
Length of largest span:30.8 ft. [9.4 m]
Total length:124.0 ft. [37.8 m]
Roadway width between curbs:14.1 ft. [4.3 m]
Deck width edge-to-edge:16.1 ft. [4.9 m]
Owner:County Highway Agency [02]
Year built:1984
Historic significance:Historical significance is not determinable at this time [4]
Design load:M 18 / H 20 [4]
Number of main spans:4
Main spans material:Concrete [1]
Main spans design:Channel beam [22]
Deck type:Concrete Precast Panels [2]
Wearing surface:Monolithic Concrete (concurrently placed with structural deck) [1]

Latest Available Inspection: December 2016

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:20 [as of 1987]
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:Equal to present desirable criteria [8]
Roadway alignment appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
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]
Pier/abutment protection:Navigation protection not required [1]
Scour condition:Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Operating rating:59.8 tons [54.4 metric tons]
Inventory rating:36.0 tons [32.7 metric tons]
Sufficiency rating:81.0

Previous Inspections

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
December 201681.0GoodGoodGoodGood-20
November 201481.0GoodVery GoodGoodGood-20
November 201271.2GoodVery GoodGoodGood-20
October 201071.2GoodVery GoodGoodGood-20
October 200871.2GoodVery GoodGoodGood-20
October 200671.2GoodVery GoodGoodGood-20
November 200471.2GoodVery GoodVery GoodVery Good-20
October 200270.9GoodVery GoodVery GoodVery Good-20
October 200070.9GoodVery GoodVery GoodVery Good-20
October 199870.9GoodVery GoodVery GoodVery Good-20
October 199670.9GoodVery GoodVery GoodVery Good-20
October 199470.9GoodVery GoodVery GoodVery Good-20
November 199278.1GoodVery GoodVery GoodVery Good-20
December 199078.1GoodVery GoodVery GoodVery Good-20