Drilldown: bridge data
From Indian River Lagoon Project
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'0.3MI E OF US-1 ' (1) ·
'0.8Mi N OF BOYNTON BCH B ' (1) ·
'1.5mi E of Jog Rd. ' (1) ·
'2.3 MI E of US-17 ' (1) ·
'2.6 MI SOUTH OF SR-70 ' (1) ·
'ADJ. TO N. SIDE OF SR-880' (1) ·
'AT SALERNO ROAD AND A1A ' (1) ·
'I-95 SB over US-1 ' (1) ·
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'SR-808 at SR-7 Boca Raton' (1)
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. (1) ·
N/A (1)
Bridge foundations determined to be stable for assessed or calculated scour condition. Scour is determined to be within the limits of footing or piles (Example B) by assessment (i.e.,bridge foundations are on rock formations that have been determined to resist scour within the service life of the bridge), by calculations or by installation of properly designed countermeasures (1) ·
Bridge foundations determined to be stable for the assessed or calculated scour condition. Scour is determined to be above top of footing (Example A) by assessment (i.e., bridge foundations are on rock formations that have been determined to resist scour within the service life of the bridge4), by calculation or by installation of properly designed countermeasures (1) ·
Bridge is scour critical; bridge foundations determined to be unstable for assessed or calculated scour conditions: Scour within limits of footing or piles. Scour below spread-footing base or pile tips. (1) ·
Bridge not over waterway. (1)
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