Drilldown: bridge data
From Indian River Lagoon Project
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bridge data > Traffic Year 030:
2016
& Channel 061:
Banks are protected or well vegetated. River control devices such as spur dikes and embankment protection are not required or are in a stable condition.
& Inspect Date 090:
11-16
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'1mi. West of CR-613 ' (1) ·
'2.6MI W OF SEMINOLE PRATT' (1) ·
'21.0 Mi North of US-27 ' (1) ·
'3.9 MI W of FL Tpk SR 91 ' (1) ·
'6.0 Mi. West of US-27 ' (1) ·
'6.3MI S of SoBay at US-27' (1) ·
'7 MI W of FL TPK SR91 ' (1) ·
'7.0 mi. W of FL Turnpike ' (1) ·
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N/A (1) ·
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. (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) ·
Countermeasures have been installed to mitigate an existing problem with scour and to reduce the risk of bridge failure during a flood event. Instructions contained in a plan of action have been implemented to reduce the risk to users from a bridge failure during or immediately after a flood event. (1)
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