Drilldown: bridge data
From Indian River Lagoon Project
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bridge data > Place 004 
:
New Smyrna Beach or
Viera
& 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.
:
New Smyrna Beach or
Viera
& 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. Use the filters below to narrow your results.
ObjectID:
County 003:
Place 004: (Click arrow to add another value)
Direction 005e:
Features 006a:
Critical 006b:
Facility 007:
Number 008:
700163 (1) ·
700164 (1) ·
700177 (1) ·
700180 (1) ·
790117 (1) ·
790149 (1) ·
790150 (1) ·
790151 (1) ·
790172 (1) ·
794022 (1) ·
795700 (1) ·
795713 (1)
Location 009:
'0.13mi NW from N Causeway' (1) ·
'1.9 Miles West of US-1 ' (1) ·
'200ft. S of 10th Street ' (1) ·
'New Smyrna Bch C.L. ' (1) ·
'SR-44 - Berrys Canal ' (1) ·
'SR-44 - Callalisa Creek ' (1) ·
'SR-44 - Conners Canal ' (1) ·
'SR-44 - Indian River ' (1) ·
1.2 Mi S of Wickham R. (1) ·
1.5 MI S of Wickham Rd (1) ·
I-95 at Fiske Blvd. (1) ·
I-95 SB Fiske Blvd Ramp (1)
Latitude 016:
Longitude 017:
Owner 022:
Traffic 029:
Service On 042a:
Service Under 042b:
Kind 043a:
Type 043b:
Deck 058:
Superstructure 059:
Substructure 060:
Channel 061: (Click arrow to add another value)
Culvert 062:
Deterioration or initial disintegration, minor chloride contamination, cracking with some leaching, or spalls on concrete or masonry walls and slabs. Local minor scouring at curtain walls, wingwalls or pipes. Metal culverts have a smooth curvature, non-symmetrical shape, significant corrosion or moderate pitting. (1) ·
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:
Direction 102:
Deck Type 107:
Scour 113:
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 foundations determined to be stable for the assessed or calculated scour condition. Scour is determined to be above top of footing by assessment, by calculation or by installation of properly designed countermeasures (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)
Future 114:
117980 (1) ·
11972 (1) ·
143138 (1) ·
17697 (1) ·
2620 (1) ·
3145 (1) ·
45110 (1) ·
4622 (1) ·
52050 (1)
Clearance 116:
Showing below up to 12 results in range #1 to #12.
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