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COLONY ROAD over W. BR. HAYWORTH(PEET CR)

Map

Coordinates:
+43.04681, -84.72328
43°02'49" N, 84°43'24" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts

Name:COLONY ROAD over W. BR. HAYWORTH(PEET CR)
Structure number:000000000001906
Old structure number:19200012000B010 (from 1992 edition)
Location:3/4 MI E OF WRIGHT RD
Purpose:Carries highway over waterway
Route classification:Local (Rural) [09]
Length of largest span:46.9 ft. [14.3 m]
Total length:46.9 ft. [14.3 m]
Roadway width between curbs:32.2 ft. [9.8 m]
Deck width edge-to-edge:34.1 ft. [10.4 m]
Skew angle:20°
Owner:County Highway Agency [02]
Year built:1995
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:Box beam or girders - Multiple [05]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Monolithic Concrete (concurrently placed with structural deck) [1]

Latest Available Inspection: October 2016

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:1,202 [as of 2011]
Truck traffic:2% of total traffic
Deck condition:Good [7 out of 9]
Superstructure condition:Good [7 out of 9]
Substructure condition:Very Good [8 out of 9]
Structural appraisal:Better than present minimum criteria [7]
Deck geometry appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
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 and embankment protection is severely undermined. River control devices have severe damage. Large deposits of debris are in the channel. [4]
Scour condition:Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Operating rating:93.0 tons [84.5 metric tons]
Inventory rating:55.8 tons [50.7 metric tons]
Sufficiency rating:96.7

Previous Inspections

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
October 201696.7GoodGoodGoodVery Good-1202
October 201496.7GoodGoodGoodVery Good-1202
October 201296.7GoodGoodGoodVery Good-1202
April 201196.7GoodVery GoodGoodVery Good-1202
May 200997.8GoodVery GoodVery GoodVery Good-644
April 200797.8GoodExcellentExcellentExcellent-644
July 200597.8GoodExcellentExcellentExcellent-644
March 200397.8GoodExcellentExcellentExcellent-644
January 200294.8GoodExcellentExcellentExcellent-644
September 199994.8GoodExcellentExcellentExcellent-644
April 199894.8GoodExcellentExcellentExcellent-644
May 199694.8GoodVery GoodVery GoodVery Good-644
April 199555.7GoodVery GoodVery GoodVery Good-644
April 199426.0PoorPoorFairFairSD518
November 199126.0PoorPoorFairFairSD518