Share:

MERRITT-HAY ROAD over BLUE CREEK

Map

Coordinates:
+32.98723, -86.28371
32°59'14" N, 86°17'01" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:MERRITT-HAY ROAD over BLUE CREEK
Structure number:015397
Location:.8 MI E OF US 331
Purpose:Carries highway over waterway
Route classification:Minor Collector (Rural) [08]
Length of largest span:34.1 ft. [10.4 m]
Total length:67.9 ft. [20.7 m]
Roadway width between curbs:28.2 ft. [8.6 m]
Deck width edge-to-edge:30.8 ft. [9.4 m]
Owner:County Highway Agency [02]
Year built:1991
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:2
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:80 [as of 1988]
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:Better than present minimum criteria [7]
Water adequacy appraisal:Better than present minimum criteria [7]
Roadway alignment appraisal:Equal to present desirable criteria [8]
Channel protection:Bank is beginning to slump. River control devices and embankment protection have widespread minor damage. There is minor stream bed movement evident. Debris is restricting the channel slightly. [6]
Scour condition:Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Sufficiency rating:93.0
Recommended work:Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]
Estimated cost of work:$642,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
January 2017GoodVery GoodVery GoodVery Good8093.0
January 2015GoodVery GoodVery GoodVery Good8093.0
January 2013GoodVery GoodVery GoodVery Good8093.0
January 2011GoodVery GoodVery GoodVery Good8093.0
December 2008GoodVery GoodVery GoodVery Good8093.0
December 2006GoodVery GoodVery GoodVery Good8093.0
January 2005GoodVery GoodVery GoodVery Good8095.0
January 2003GoodVery GoodVery GoodVery Good8095.0
February 2001GoodVery GoodVery GoodVery Good8095.0
March 1999GoodVery GoodVery GoodVery Good8095.0
January 1997GoodVery GoodVery GoodVery Good8095.0
February 1994GoodExcellentExcellentExcellent8095.0
March 1992GoodExcellentExcellentExcellent8095.0