Share:

Cat Hollow Rd. over MURRELL BRANCH

Map

Coordinates:
+37.40333, -85.12500
37°24'12" N, 85°07'30" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:Cat Hollow Rd. over MURRELL BRANCH
Structure number:109C00056N
Location:0.4 MI S OF Merrimac-Peck
Purpose:Carries highway over waterway
Route classification:Local (Rural) [09]
Length of largest span:20.0 ft. [6.1 m]
Total length:25.3 ft. [7.7 m]
Roadway width between curbs:14.4 ft. [4.4 m]
Deck width edge-to-edge:16.1 ft. [4.9 m]
Skew angle:45°
Owner:County Highway Agency [02]
Year built:2006
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 22.5 / HS 25 [9]
Main span material:Concrete [1]
Main span design:Slab [01]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Monolithic Concrete (concurrently placed with structural deck) [1]

Latest Available Inspection: August 2018

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:30 [as of 2010]
Truck traffic:11% of total traffic
Deck condition:Very Good [8 out of 9]
Superstructure condition:Very Good [8 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:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Roadway alignment appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
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:80.3

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
August 2018GoodVery GoodVery GoodGood3080.3
August 2016GoodVery GoodVery GoodGood3080.3
August 2014GoodVery GoodVery GoodGood3080.3
August 2012GoodVery GoodVery GoodVery Good3080.3
August 2010GoodVery GoodVery GoodVery Good3080.3
August 2008GoodVery GoodVery GoodVery Good1080.4
2000----5185.2

Element Data

Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Substructure
Reinforced Concrete Abutmentlinear ft.7407400
Deck
Reinforced Concrete Slabsq. ft.404400400
Wearing Surfacessq. ft.375375000