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SH 89 over BRIDGE CREEK

Map

Coordinates:
+34.95681, -92.24370
34°57'25" N, 92°14'37" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:SH 89 over BRIDGE CREEK
Structure number:000000000005759
Location:0.82 MI E PULASKI CO LINE
Purpose:Carries highway over waterway
Route classification:Minor Arterial (Rural) [06]
Length of largest span:30.8 ft. [9.4 m]
Total length:92.9 ft. [28.3 m]
Roadway width between curbs:27.9 ft. [8.5 m]
Deck width edge-to-edge:30.8 ft. [9.4 m]
Skew angle:30°
Owner:State Highway Agency [01]
Year built:1979
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:M 18 / H 20 [4]
Number of main spans:3
Main spans material:Concrete [1]
Main spans design:Slab [01]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Monolithic Concrete (concurrently placed with structural deck) [1]

Latest Available Inspection: February 2016

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:2,200 [as of 2014]
Truck traffic:1% of total traffic
Deck condition:Satisfactory [6 out of 9]
Superstructure condition:Satisfactory [6 out of 9]
Substructure condition:Satisfactory [6 out of 9]
Structural appraisal:Equal to present minimum criteria [6]
Deck geometry appraisal:Meets minimum tolerable limits to be left in place as is [4]
Water adequacy appraisal:Equal to present desirable criteria [8]
Roadway alignment appraisal:Superior to present desirable criteria [9]
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 assessed or calculated scour condition. [5]
Operating rating:57.9 tons [52.6 metric tons]
Inventory rating:35.0 tons [31.8 metric tons]
Sufficiency rating:88.5

Previous Inspections

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
February 201688.5FairSatisfactorySatisfactorySatisfactory-2200
February 201488.5FairSatisfactorySatisfactorySatisfactory-2200
February 201288.3FairSatisfactorySatisfactorySatisfactory-2400
February 201088.3FairSatisfactorySatisfactorySatisfactory-2400
February 200888.1FairSatisfactorySatisfactoryGood-2700
February 200678.6FairSatisfactorySatisfactoryGood-2100
February 200478.3GoodGoodGoodGood-2100
February 200279.5GoodGoodGoodGood-1900
January 200079.5GoodGoodGoodGood-1900
February 199879.5GoodGoodGoodGood-1900
March 199680.6GoodGoodGoodGood-815
March 199480.6GoodGoodGoodGood-815
February 199280.6GoodGoodGoodGood-815
March 199096.9GoodGoodGoodGood-265

Element Data

Source: National Bridge Elements dataset, 2016 edition. This feature is experimental.
ElementUnitsQuantity1. Good2. Fair3. Poor4. Serious
Substructure
Reinforced Concrete Columneach44000
Reinforced Concrete Abutmentlinear ft.7207200
Reinforced Concrete Pier Caplinear ft.72060120
Bridge Rail
Reinforced Concrete Bridge Raillinear ft.186018600
Deck
Reinforced Concrete Slabsq. ft.2,8831,92296100
Wearing Surfacessq. ft.2,8832,883000