Share:

CR01 BREESPORT RO over BALDWIN CREEK

Map 

Coordinates:
+42.08753, -76.70172
42°05'15" N, 76°42'06" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:CR01 BREESPORT RO over BALDWIN CREEK
Structure number:000000003330820
Location:5.9 MILES EAST OF ELMIRA
Purpose:Carries highway over waterway
Route classification:Minor Collector (Rural) [08]
Length of largest span:45.9 ft. [14.0 m]
Total length:56.1 ft. [17.1 m]
Roadway width between curbs:29.5 ft. [9.0 m]
Deck width edge-to-edge:32.8 ft. [10.0 m]
Skew angle:45°
Owner:County Highway Agency [02]
Year built:2007
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:Bituminous [6]

Latest Available Inspection: September 2015 

Status:Open, no restriction [A]
Average daily traffic:1,335 [as of 2015]
Truck traffic:10% of total traffic
Deck condition:Excellent [9 out of 9]
Superstructure condition:Excellent [9 out of 9]
Substructure condition:Excellent [9 out of 9]
Structural appraisal:Superior to present desirable criteria [9]
Deck geometry appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Water adequacy appraisal:Equal to present minimum criteria [6]
Roadway alignment appraisal:Equal to present minimum criteria [6]
Channel protection:Bank protection is in need of minor repairs. River control devices and embankment protection have a little minor damage. Banks and/or channel have minor amounts of drift. [7]
Scour condition:Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Operating rating:85.7 tons [77.9 metric tons]
Inventory rating:51.3 tons [46.6 metric tons]
Sufficiency rating:92.6
Recommended work:Widening of existing bridge with deck rehabilitation or replacement. [34]
Estimated cost of work:$934,000

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
September 201592.6Not deficientExcellentExcellentExcellent1335
October 201392.6Not deficientExcellentExcellentExcellent1396
September 201192.6Not deficientExcellentExcellentExcellent1280
October 200992.7Not deficientExcellentExcellentExcellent862
October 200792.6Not deficientExcellentExcellentExcellent1192
April 200662.7Structurally deficientFairSatisfactoryPoor1192
April 200462.7Structurally deficientFairSatisfactoryPoor1268
April 200262.7Structurally deficientFairSatisfactoryPoor1268
June 200078.8Not deficientFairSatisfactoryFair1268
June 199879.8Not deficientSatisfactorySatisfactoryFair1268
May 199662.6Structurally deficientPoorSatisfactoryPoor1288
March 199464.6Structurally deficientPoorSatisfactoryPoor740
March 199264.6Structurally deficientPoorSatisfactoryPoor740
April 199064.6Structurally deficientPoorSatisfactoryPoor740