Share:

W FRONTAGE TERRY R over LYNCH CR

Map

Coordinates:
+32.28328, -90.20881
32°16'60" N, 90°12'32" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts

Name:W FRONTAGE TERRY R over LYNCH CR
Structure number:SA2500000000126
Location:SEC 9 T 5N R 1E
Purpose:Carries highway over waterway
Route classification:Local (Urban) [19]
Length of largest span:30.8 ft. [9.4 m]
Total length:99.7 ft. [30.4 m]
Roadway width between curbs:26.6 ft. [8.1 m]
Deck width edge-to-edge:27.9 ft. [8.5 m]
Owner:City or Municipal Highway Agency [04]
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: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: February 2017

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:820 [as of 2015]
Truck traffic:8% 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:Equal to present desirable criteria [8]
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]
Scour condition:Bridge is scour critical; bridge foundations determined to be unstable. [3]
Operating rating:82.7 tons [75.2 metric tons]
Inventory rating:49.5 tons [45.0 metric tons]
Sufficiency rating:88.9

Previous Inspections

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
February 201788.9GoodVery GoodVery GoodVery Good-820
February 201588.9GoodVery GoodVery GoodVery Good-820
February 201388.9GoodVery GoodVery GoodVery Good-820
February 201188.9GoodVery GoodVery GoodVery Good-820
February 201088.9GoodExcellentExcellentExcellent-820
November 200788.9GoodExcellentExcellentExcellent-820
December 200588.9GoodExcellentExcellentExcellent-820
February 200488.9GoodExcellentExcellentExcellent-820
January 200287.9GoodExcellentExcellentExcellent-1200
February 200078.6GoodExcellentExcellentExcellent-19640
February 199978.6GoodExcellentExcellentExcellent-19640
March 19982.0PoorFairFairSeriousSD19640
April 19962.0PoorFairFairSeriousSD19640