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RTE 13 over ALBRIGHT CREEK

Map 

Coordinates:
+42.66607, -76.10168
42°39'58" N, 76°06'06" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:RTE 13 over ALBRIGHT CREEK
Structure number:000000001010450
Location:5.2 MI NE JCT SH 13 & I81
Purpose:Carries highway over waterway
Route classification:Minor Arterial (Rural) [06]
Length of largest span:47.2 ft. [14.4 m]
Total length:50.5 ft. [15.4 m]
Roadway width between curbs:33.8 ft. [10.3 m]
Deck width edge-to-edge:42.3 ft. [12.9 m]
Skew angle:13°
Owner:State Highway Agency [01]
Year built:2002
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:Prestressed concrete [5]
Main span design:Box beam or girders - Multiple [05]
Deck type:Not applicable [N]
Wearing surface:Monolithic Concrete (concurrently placed with structural deck) [1]

Latest Available Inspection: October 2014 

Status:Open, no restriction [A]
Average daily traffic:2,727 [as of 2013]
Truck traffic:10% of total traffic
Deck condition:Good [7 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:Meets minimum tolerable limits to be left in place as is [4]
Water adequacy appraisal:Equal to present minimum criteria [6]
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 foundations determined to be stable for the assessed or calculated scour condition. [8]
Inventory rating:71.4 tons [64.9 metric tons]
Sufficiency rating:97.9
Recommended work:Widening of existing bridge with deck rehabilitation or replacement. [34]
Estimated cost of work:$991,000

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
October 201497.9Not deficientGoodVery GoodVery Good2727
October 201297.9Not deficientGoodVery GoodVery Good3200
September 201097.9Not deficientGoodVery GoodVery Good2106
September 200897.8Not deficientExcellentExcellentExcellent3233
October 200697.9Not deficientGoodExcellentExcellent3201
October 200497.9Not deficientExcellentExcellentExcellent2106
December 200297.9Not deficientExcellentExcellentExcellent2106
September 200166.8Structurally deficientPoorFairPoor2106
September 200064.8Structurally deficientPoorFairPoor2106
September 199964.8Structurally deficientPoorFairPoor2870
September 199864.8Structurally deficientPoorFairPoor2858
September 199764.8Structurally deficientPoorFairPoor2858
October 199666.6Structurally deficientPoorPoorPoor2858
September 199564.7Structurally deficientPoorPoorPoor2800
October 199464.6Structurally deficientPoorPoorPoor3107
October 199364.7Structurally deficientPoorFairPoor2800
September 199264.7Structurally deficientPoorFairPoor2800
November 199164.6Structurally deficientPoorFairPoor3527