Share:

PARET TOWER ROAD over PIERCE'S CREEK

Map

Coordinates:
+31.07056, -89.08792
31°04'14" N, 89°05'17" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:PARET TOWER ROAD over PIERCE'S CREEK
Structure number:SA5600000000009
Location:SEC 3 T 1N R11W
Purpose:Carries highway over waterway
Route classification:Minor Collector (Rural) [08]
Length of largest span:30.8 ft. [9.4 m]
Total length:130.9 ft. [39.9 m]
Roadway width between curbs:26.6 ft. [8.1 m]
Deck width edge-to-edge:27.9 ft. [8.5 m]
Owner:County Highway Agency [02]
Year built:2011
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:5
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: January 2017

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:220 [as of 2014]
Truck traffic:10% of total traffic
Deck condition:Very Good [8 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:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Water adequacy appraisal:Superior to present desirable criteria [9]
Roadway alignment appraisal:Superior to present desirable criteria [9]
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:97.7 tons [88.8 metric tons]
Inventory rating:58.4 tons [53.1 metric tons]
Sufficiency rating:96.9

Previous Inspections

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
January 201796.9GoodVery GoodVery GoodVery Good-220
January 201596.9GoodExcellentExcellentVery Good-220
January 201396.9GoodExcellentExcellentExcellent-220
February 201196.9GoodExcellentExcellentExcellent-220
November 200912.5PoorPoorPoorImminent FailureSD225
February 200915.0PoorPoorPoorImminent FailureSD225
February 200819.5PoorFairFairPoorSD220
January 200719.5PoorFairFairPoorSD220
December 200519.5PoorFairFairPoorSD220
December 200419.5PoorFairFairPoorSD220
March 200419.5PoorFairFairPoorSD220
January 200248.3FairGoodSatisfactoryFairFO220
November 199960.4FairGoodGoodSatisfactoryFO200
January 199858.4FairGoodVery GoodSatisfactoryFO200
April 199658.4GoodGoodVery GoodGoodFO200