Share:

BRIDGE 503,T-820 over OVER NORTH DEER CREEK

Map

Coordinates:
+41.47060, -80.11219
41°28'14" N, 80°06'44" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:BRIDGE 503,T-820 over OVER NORTH DEER CREEK
Structure number:000000000026087
Old structure number:437202082005030 (from 1992 edition)
Location:DEER CREEK RD,DEER CREEK
Purpose:Carries highway over waterway
Route classification:Minor Collector (Rural) [08]
Length of largest span:20.0 ft. [6.1 m]
Total length:43.0 ft. [13.1 m]
Roadway width between curbs:29.9 ft. [9.1 m]
Deck width edge-to-edge:34.1 ft. [10.4 m]
Owner:County Highway Agency [02]
Year built:1975
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 18 / HS 20 [5]
Number of main spans:2
Main spans material:Concrete [1]
Main spans design:Culvert [19]
Deck type:Not applicable [N]
Wearing surface:Bituminous [6]

Latest Available Inspection: April 2015

Good/Fair/Poor Condition:Good
Status:Posted for load [P]
Average daily traffic:59 [as of 2015]
Truck traffic:4% of total traffic
Structural appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Deck geometry appraisal:Better than present minimum criteria [7]
Water adequacy appraisal:Equal to present desirable criteria [8]
Roadway alignment appraisal:Equal to present desirable criteria [8]
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]
Culvert condition:Shrinkage cracks, light scaling and insignificant spalling which does not expose reinforcing steel. Insignificant damage caused by drift with no misalignment and not requiring corrective action. Some minor scouring has occured near curtain walls, wingwalls or pipes. Metal culverts have a smooth symmetrical curvature with superficial corrosion and no pitting. [7]
Scour condition:Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Operating rating:31.9 tons [29.0 metric tons]
Inventory rating:18.9 tons [17.2 metric tons]
Sufficiency rating:77.7

Previous Inspections

DateSuff. RatingConditionCulvert ConditionSD/FOADT
April 201577.7Good7 out of 10-59
April 201377.7Good7 out of 10-72
April 201177.7Good7 out of 10-91
April 200977.7Good7 out of 10-106
May 200777.7Good7 out of 10-123
May 200677.7Good7 out of 10-89
May 200577.5Good7 out of 10-89
May 200477.5Good7 out of 10-95
May 200377.5Good7 out of 10-95
June 200177.5Good8 out of 10-120
June 199977.5Good8 out of 10-106
June 199777.5Good8 out of 10-68
May 199577.5Good8 out of 10-93
April 199371.1Good8 out of 10-69
April 199171.1Good8 out of 10-69

Element Data

Source: National Bridge Elements dataset, 2016 edition. This feature is experimental.
ElementUnitsQuantity1. Good2. Fair3. Poor4. Serious
Culvert
Reinforced Concrete Culvertlinear ft.6806800
Bridge Rail
Reinforced Concrete Bridge Raillinear ft.7979000