Drilldown: bridge data
From Indian River Lagoon Project
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ObjectID:
County 003: (Click arrow to add another value)
Place 004:
Route 005d:
Direction 005e:
Features 006a:
'11th Street Canal ' (1) ·
'B19 Canal ' (1) ·
'Blue Lake Equalizer ' (1) ·
'Bulow Creek ' (1) ·
'Canal ' (1) ·
'Canal to Bulow Creek ' (1) ·
'Cnl.Trib. to Turnbull Ck' (1) ·
'Cow Creek ' (1) ·
'Deep Ck. Diversion Cnl ' (1) ·
'Deep Creek ' (1) ·
'Drainage Canal ' (1) ·
'Groover Creek ' (1) ·
'Halifax River ' (1) ·
'I-95 ' (1) ·
'Intracoastal Waterway ' (1) ·
'Lake Ashby Canal ' (1) ·
'Lake Gertie ' (1) ·
'Little Cow Creek ' (1) ·
'Little Haw Creek ' (1) ·
'Little Tomoka River ' (1) ·
'Miller Creek ' (1) ·
'Samsula Canal ' (1) ·
'Seaboard Coastline RR ' (1) ·
'Spruce Creek ' (1) ·
'Sweetwater Branch ' (1) ·
'Sweetwater Creek ' (1) ·
'Tomoka River ' (1) ·
'Trib to Groover Creek ' (1) ·
'Trib to Spruce Creek ' (1) ·
'Trib To Turnbull Creek ' (1) ·
'Tributary to Spruce Crk ' (1) ·
'Turkey Creek ' (1) ·
'Turnbull Creek ' (1) ·
'Turnbull Creek (East) ' (1) ·
'Turnbull Creek (West) ' (1) ·
'Underhill Slough ' (1)
Critical 006b:
Facility 007:
'Airport Road ' (1) ·
'Cow Creek Road ' (1) ·
'CR-3 ' (1) ·
'CR-4009 ' (1) ·
'CR-92 EB ' (1) ·
'CR-92 WB ' (1) ·
'Dunn Avenue ' (1) ·
'E. Minnesota Ave. ' (1) ·
'French Avenue ' (1) ·
'Highbridge Road ' (1) ·
'Hunting Camp Road ' (1) ·
'Jungle Road ' (1) ·
'Lake Ashby Road ' (1) ·
'Lake Harney Road ' (1) ·
'LPGA Blvd ' (1) ·
'Madeline Avenue ' (1) ·
'Magnolia Avenue ' (1) ·
'Main Street ' (1) ·
'Marsh Road ' (1) ·
'Maytown Road ' (1) ·
'Old Dixie Highway ' (1) ·
'Old Dixie Hwy. ' (1) ·
'Old Kings Rd ' (1) ·
'Old Samsula Dr ' (1) ·
'Orange Avenue ' (1) ·
'Pioneer Trail ' (1) ·
'Pioneer Trail ' (1) ·
'S Williamson Blvd ' (1) ·
'Samsula Drive ' (1) ·
'Taylor Rd ' (1) ·
'Taylor Road ' (1) ·
'Tomoka Farms Rd ' (1) ·
'Turnbull Bay Road ' (1) ·
'Tymber Creek Road ' (1) ·
'Volco Road ' (1) ·
'Walter Boardman Ln' (1) ·
'Williams Road ' (1) ·
'Williamson Blvd ' (1)
Number 008:
Location 009:
Latitude 016:
Longitude 017:
Owner 022: (Click arrow to add another value)
Built 027:
1920 (1) ·
1948 (1) ·
1955 (1) ·
1959 (1) ·
1960 (1) ·
1961 (1) ·
1962 (1) ·
1964 (1) ·
1965 (1) ·
1967 (1) ·
1968 (1) ·
1969 (1) ·
1972 (1) ·
1973 (1) ·
1975 (1) ·
1980 (1) ·
1983 (1) ·
1984 (1) ·
1985 (1) ·
1987 (1) ·
1988 (1) ·
1989 (1) ·
1991 (1) ·
1994 (1) ·
2000 (1) ·
2003 (1) ·
2010 (1) ·
2011 (1) ·
2014 (1)
Traffic 029:
Service On 042a:
Service Under 042b:
Kind 043a:
Type 043b:
Length 049:
Width 052:
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) ·
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:
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:
Clearance 116:
Showing below up to 48 results in range #1 to #48.
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