Sherwood Avenue over Indian Creek


+39.98352, -75.25764
39°59'01" N, 75°15'28" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.


Name:Sherwood Avenue over Indian Creek
Structure number:000000000039194
Old structure number:677301008002380 (from 1992 edition)
Location:W of 66th Street - 27B06
Purpose:Carries highway and pedestrian walkway over waterway
Route classification:Local (Urban) [19]
Length of largest span:20.0 ft. [6.1 m]
Total length:26.9 ft. [8.2 m]
Roadway width between curbs:36.1 ft. [11.0 m]
Deck width edge-to-edge:40.0 ft. [12.2 m]
Skew angle:15°
Owner:City or Municipal Highway Agency [04]
Year built:1918
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Main span material:Concrete [1]
Main span design:Culvert [19]
Deck type:Not applicable [N]

Latest Available Inspection: May 2016

Good/Fair/Poor Condition:Poor
Status:Open, no restriction [A]
Average daily traffic:800 [as of 1980]
Structural appraisal:Meets minimum tolerable limits to be left in place as is [4]
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 being eroded. River control devices and/or embankment have major damage. Trees and rush restrict the channel. [5]
Culvert condition:Large spalls, heavy scaling, wide cracks, considerable efflorescence or opened construction joint permitting loss of backfill. Considerable settlement or misalignment. Considerable scouring or erosion at curtain walls, wingwalls or pipes. Metal culverts have significant distortion and deflection throughout, extensive corrosion or deep pitting. [4]
Scour condition:Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Operating rating:44.9 tons [40.8 metric tons]
Inventory rating:36.0 tons [32.7 metric tons]
Sufficiency rating:70.0
Recommended work:Bridge rehabilitation because of general structure deterioration or inadequate strength. [35]
Estimated cost of work:$140,000

Previous Inspections

DateSuff. RatingConditionCulvert ConditionSD/FOADT
May 201670.0Poor4 out of 10SD800
May 201470.0Poor4 out of 10SD800
May 201270.0Poor4 out of 10SD800
May 201070.0Poor4 out of 10SD800
May 200870.0Poor4 out of 10SD800
May 200670.0Poor4 out of 10SD800
May 200469.9Poor4 out of 10SD800
May 200269.9Poor4 out of 10SD800
May 200072.9Poor4 out of 10SD800
May 199872.9Poor4 out of 10SD800
May 199669.9PoorN out of 10SD800
May 199469.9PoorN out of 10SD800
May 199268.9Poor4 out of 10SD800
May 199068.9Poor4 out of 10SD800