Drilldown: bridge data
From Indian River Lagoon Project
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bridge data > County 003:
Volusia 
& Channel 061:
Bank is beginning to slump. River control devices and embankment protection have widespread minor damage. There is minor stream bed movement evident. Debris is restricting the channel slightly.
& Inspect Date 090:
04-17
& Channel 061:
Bank is beginning to slump. River control devices and embankment protection have widespread minor damage. There is minor stream bed movement evident. Debris is restricting the channel slightly.
& Inspect Date 090:
04-17 Use the filters below to narrow your results.
ObjectID:
County 003: (Click arrow to add another value)
Place 004:
Direction 005e:
Features 006a:
'11th Street Canal ' (1) ·
'Beamer's Canal ' (1) ·
'Canal to Bulow Creek ' (1) ·
'Cnl.Trib. to Turnbull Ck' (1) ·
'Cow Creek ' (1) ·
'Gabordy's Canal ' (1) ·
'Halifax River ' (1) ·
'Intracoastal Waterway ' (1) ·
'IWW Halifax River ' (1) ·
'Little Haw Creek ' (1) ·
'Misner Creek ' (1) ·
'Nova Canal ' (1) ·
'Rose Bay Canal ' (1) ·
'Samsula Canal ' (1) ·
'Spruce Creek ' (1) ·
'Tomoka River ' (1) ·
'Yacht Club Cut ' (1)
Critical 006b:
Facility 007:
'Fifth Street ' (1) ·
'Highbridge Road ' (1) ·
'I-95 ' (1) ·
'I-95 SB ' (1) ·
'LPGA Blvd ' (1) ·
'Magnolia St. ' (1) ·
'Main Street ' (1) ·
'Old Daytona Rd ' (1) ·
'Old Dixie Hwy. ' (1) ·
'Old Kings Rd ' (1) ·
'Pioneer Trail ' (1) ·
'Samsula Drive ' (1) ·
'SR-40 ' (1) ·
'SR-430 WB ' (1) ·
'SR-5A ' (1) ·
'Williams Road ' (1) ·
'Williamson Blvd ' (1) ·
'Woodcliff Drive ' (1)
Number 008:
790060 (1) ·
790174 (1) ·
790177 (1) ·
790182 (1) ·
790221 (1) ·
794004 (1) ·
794016 (1) ·
794025 (1) ·
794038 (1) ·
794061 (1) ·
794065 (1) ·
794074 (1) ·
794096 (1) ·
794118 (1) ·
794122 (1) ·
794184 (1) ·
795001 (1) ·
795701 (1) ·
795729 (1)
Location 009:
'0.1mi E of Riverside Dr ' (1) ·
'0.1Mi W of Marsh Road ' (1) ·
'0.2 mile East of US-1 ' (1) ·
'0.3 Mile West of SR-A1A ' (1) ·
'0.4 mi S of Addison Drive' (1) ·
'0.4 Mile West of I-95 ' (1) ·
'0.5 Mi W of SR-A1A ' (1) ·
'0.7 Mi N of Old Dixie Hwy' (1) ·
'0.9 mile North of CR-40A ' (1) ·
'1.0 mi. S of SR-44 ' (1) ·
'1.3 miles East of CR-415 ' (1) ·
'1.4 miles North of US-92 ' (1) ·
'10ft. East of Nova Road ' (1) ·
'200ft. S of 10th Street ' (1) ·
'6.5 Mi S of SR-44 ' (1) ·
'N of Bellevue Overpass ' (1) ·
'SR-40 west of SR-5A ' (1) ·
'SR-430 WB - Halifax River' (1) ·
'SR-5A over Nova Canal ' (1)
Latitude 016:
Longitude 017:
Owner 022:
Built 027:
Traffic 029:
Service On 042a:
Service Under 042b:
Kind 043a:
Type 043b:
Length 049:
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) ·
Moderate to major deterioration or disintegration, extensive cracking and leaching or spalls on concrete or masonry walls and slabs. Minor settlement or misalignment. Noticeable scouring or erosion at curtain walls, wingwalls or pipes. Metal culverts have significant distortion and deflection in one section, significant corrosion or deep 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: (Click arrow to add another value)
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 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)
Future 114:
Clearance 116:
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