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OTTS CHAPEL RD over I 95, DELAWARE TURNPIKE

Map

Coordinates:
+39.64028, -75.77917
39°38'25" N, 75°46'45" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:OTTS CHAPEL RD over I 95, DELAWARE TURNPIKE
Structure number:1701 397
Location:S.W. OF NEWARK
Purpose:Carries highway over highway
Route classification:Collector (Urban) [17]
Length of largest span:77.4 ft. [23.6 m]
Total length:279.2 ft. [85.1 m]
Roadway width between curbs:33.5 ft. [10.2 m]
Deck width edge-to-edge:38.4 ft. [11.7 m]
Vertical clearance below bridge:15.7 ft. [4.8 m]
Skew angle:17°
Owner:State Highway Agency [01]
Year built:1962
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:5
Main spans material:Steel [3]
Main spans design:Stringer/Multi-beam or girder [02]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Latex Concrete or similar additive [3]

Latest Available Inspection: August 2016

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:17,836 [as of 2015]
Truck traffic:3% of total traffic
Deck condition:Satisfactory [6 out of 9]
Superstructure condition:Fair [5 out of 9]
Substructure condition:Satisfactory [6 out of 9]
Structural appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Deck geometry appraisal:Meets minimum tolerable limits to be left in place as is [4]
Underclearances appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Roadway alignment appraisal:Equal to present desirable criteria [8]
Scour condition:Bridge not over waterway. [N]
Operating rating:61.2 tons [55.6 metric tons]
Inventory rating:47.2 tons [42.9 metric tons]
Sufficiency rating:74.5
Recommended work:Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]
Estimated cost of work:$1,000,000

Previous Inspections

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
August 201674.5FairSatisfactoryFairSatisfactory-17836
August 201475.1FairSatisfactoryFairFair-16249
July 201275.0FairSatisfactoryFairFair-16463
July 201078.6FairSatisfactoryGoodFair-6689
July 200874.0FairSatisfactoryGoodFair-19361
June 200676.2FairSatisfactoryGoodFair-16143
November 200472.0FairSatisfactoryGoodFair-16319
October 200272.7FairVery GoodGoodFair-14295
October 200068.2FairVery GoodFairFair-6497
June 199869.2FairVery GoodSatisfactoryFair-4201
April 199690.7FairVery GoodSatisfactorySatisfactory-4201
March 199380.3GoodVery GoodVery GoodGood-4348
December 199081.5FairGoodGoodSatisfactory-4054