Drilldown: bridge data
From Indian River Lagoon Project
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Use the filters below to narrow your results.
ObjectID:
County 003: (Click arrow to add another value)
Place 004:
Direction 005e:
Features 006a:
'B-19 Canal / Trib 1 ' (1) ·
'Blue Lake Equalizer ' (1) ·
'Cambridge Canal ' (1) ·
'Canal to Bulow Creek ' (1) ·
'Cnl.Trib. to Turnbull Ck' (1) ·
'Deep Creek ' (1) ·
'Groover Creek ' (1) ·
'Little Haw Creek ' (1) ·
'Sweetwater Branch ' (1) ·
'Sweetwater Creek ' (1) ·
'Trib to Groover Creek ' (1) ·
'Trib to Spruce Creek ' (1) ·
'Turkey Creek ' (1) ·
'Turnbull Creek ' (1) ·
'Underhill Slough ' (1) ·
'US-1 & FECRR ' (1)
Critical 006b:
Facility 007:
'Airport Road ' (1) ·
'CR-3 ' (1) ·
'E. Minnesota Ave. ' (1) ·
'Esplanade Avenue ' (1) ·
'Jungle Road ' (1) ·
'Lake Harney Road ' (1) ·
'Marsh Road ' (1) ·
'Old Daytona Rd ' (1) ·
'Old Kings Rd ' (1) ·
'Old Samsula Dr ' (1) ·
'SR-44 ' (1) ·
'Taylor Rd ' (1) ·
'Tomoka Farms Rd ' (1) ·
'Trailwood Drive ' (1) ·
'Tymber Creek Road ' (1) ·
'Williams Road ' (1)
Number 008:
790128 (1) ·
794010 (1) ·
794014 (1) ·
794019 (1) ·
794020 (1) ·
794036 (1) ·
794045 (1) ·
794050 (1) ·
794061 (1) ·
794065 (1) ·
794067 (1) ·
794074 (1) ·
794080 (1) ·
794081 (1) ·
794082 (1) ·
796413 (1) ·
796414 (1)
Location 009:
'0.1 mi East of Linda Road' (1) ·
'0.1 Mi North of Taylor Rd' (1) ·
'0.1Mi E of Tymber Crk Rd.' (1) ·
'0.1Mi W of Marsh Road ' (1) ·
'0.2 mi East of SR-421 ' (1) ·
'0.25Mi S/O Wiltshire Blvd' (1) ·
'0.3 mi North of Taylor Rd' (1) ·
'0.5Mi West of Kepler Rd. ' (1) ·
'0.7 Mi N of Old Dixie Hwy' (1) ·
'0.9 Mi North of CR-4118 ' (1) ·
'0.9 mile North of CR-40A ' (1) ·
'1.1 miles North of US-92 ' (1) ·
'2.3 Miles South of SR-40 ' (1) ·
'200FT N/O Cap Diville Ave' (1) ·
'3.0 miles North of SR-40 ' (1) ·
'4 Mi South of Maytown Rd.' (1) ·
'SR-44 over US-1 ' (1)
Latitude 016:
Longitude 017:
Owner 022:
Built 027:
Traffic 029:
Service On 042a:
Service Under 042b:
Kind 043a:
Type 043b:
Length 049:
Superstructure 059:
Substructure 060:
Channel 061:
Bank and embankment protection is severely undermined. River control devices have severe damage. Large deposits of debris are in the channel. (1) ·
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. (1) ·
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. (1) ·
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. (1) ·
N/A (1) ·
No noticeable or noteworthy deficiencies which affect the condition of the channel. (1)
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) ·
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) ·
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 not over waterway. (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:
Future Year 115: (Click arrow to add another value)
Clearance 116:
Showing below up to 17 results in range #1 to #17.
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