Drilldown: bridge data
From Indian River Lagoon Project
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bridge data > Width 052:
7 
& Channel 061:
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.
& Inspect Date 090:
02-16
& Channel 061:
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.
& Inspect Date 090:
02-16 Use the filters below to narrow your results.
ObjectID:
County 003:
Place 004:
Direction 005e:
Features 006a:
Critical 006b:
Facility 007:
Number 008:
704063 (1) ·
794081 (1) ·
795700 (1) ·
894014 (1) ·
894049 (1) ·
895501 (1) ·
895505 (1) ·
930805 (1) ·
930806 (1) ·
934515 (1) ·
935303 (1)
Location 009:
'0.13mi NW from N Causeway' (1) ·
'0.25MI E OF SEWALLS PT RD' (1) ·
'0.3 Mile West of SR-513 ' (1) ·
'0.4MI NE OF A1A ' (1) ·
'0.6MI S of SW96 ST(CR76A)' (1) ·
'100FT Eof SEWALLS PT. RD.' (1) ·
'2.3 Miles South of SR-40 ' (1) ·
'200FT N of NW 22ND STR ' (1) ·
'300FT East of CR-717 ' (1) ·
'4.0 MI NW OF US-441 ' (1) ·
'AT TEDDAR ROAD ' (1)
Latitude 016:
Longitude 017:
Owner 022:
Built 027:
Traffic 029:
Service On 042a:
Service Under 042b:
Kind 043a:
Type 043b:
Width 052: (Click arrow to add another value)
Deck 058:
Superstructure 059:
Substructure 060:
Channel 061: (Click arrow to add another value)
Culvert 062:
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)
Inspect Date 090: (Click arrow to add another value)
Direction 102:
Deck Type 107:
Scour 113:
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 with "unknown" foundation that has not been evaluated for scour. Until risk can be determined, a plan of action should be developed and implemented to reduce the risk to users from abridge failure during and immediately after a flood event. (1)
Clearance 116:
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