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CR 230/BURNT MILL over ST. CHARLES FLOOD DITCH

Map

Coordinates:
+38.08361, -104.75410
38°05'01" N, 104°45'15" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:CR 230/BURNT MILL over ST. CHARLES FLOOD DITCH
Structure number:PUCO11.85-211GR
Location:3.0 MI N OF WATER BARRE
Purpose:Carries highway over waterway
Route classification:Minor Collector (Rural) [08]
Length of largest span:86.3 ft. [26.3 m]
Total length:92.9 ft. [28.3 m]
Roadway width between curbs:29.9 ft. [9.1 m]
Deck width edge-to-edge:32.5 ft. [9.9 m]
Skew angle:42°
Owner:County Highway Agency [02]
Year built:1990
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 18 / HS 20 [5]
Main span material:Prestressed concrete [5]
Main span design:Stringer/Multi-beam or girder [02]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Monolithic Concrete (concurrently placed with structural deck) [1]

Latest Available Inspection: November 2014

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:190 [as of 2014]
Truck traffic:2% of total traffic
Deck condition:Good [7 out of 9]
Superstructure condition:Good [7 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:Equal to present desirable criteria [8]
Roadway alignment appraisal:Equal to present desirable criteria [8]
Channel protection:Bank protection is being eroded. River control devices and/or embankment have major damage. Trees and rush restrict the channel. [5]
Pier/abutment protection:Navigation protection not required [1]
Scour condition:Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Operating rating:62.9 tons [57.2 metric tons]
Inventory rating:37.7 tons [34.3 metric tons]
Sufficiency rating:98.4

Previous Inspections

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
November 201498.4GoodGoodGoodGood-190
November 201298.3GoodGoodGoodGood-242
November 201098.3GoodGoodGoodGood-242
November 200898.5GoodGoodGoodGood-188
August 200498.5GoodGoodGoodGood-188
February 200099.6GoodGoodGoodGood-127
March 199999.6GoodGoodGoodGood-127
March 199899.6GoodGoodGoodGood-127
October 199699.6GoodVery GoodVery GoodVery Good-129
May 199499.6GoodVery GoodVery GoodVery Good-129
July 199299.6GoodVery GoodVery GoodVery Good-129
June 199099.7GoodExcellentExcellentExcellent-105

Element Data

Source: National Bridge Elements dataset, 2016 edition. This feature is experimental.
ElementUnitsQuantity1. Good2. Fair3. Poor4. Serious
Superstructure
Prestressed Concrete Girder/Beamlinear ft.372372000
Deck
Reinforced Concrete Decksq. ft.6,0465,9598700
Substructure
Reinforced Concrete Abutmentlinear ft.8787000
Bridge Rail
Reinforced Concrete Bridge Raillinear ft.1861662000