Drilldown: bridge data
From Indian River Lagoon Project
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ObjectID:
County 003:
Place 004:
Route 005d:
Direction 005e:
Features 006a:
'Blue Cypress Marsh ' (1) ·
'BRANCH OF INDIAN RIVER ' (1) ·
'Canal ' (1) ·
'Crane Creek ' (1) ·
'Drainage Ditch ' (1) ·
'Little Haw Creek ' (1) ·
'Little Tomoka River ' (1) ·
'M CANAL ' (1) ·
'Miller Creek ' (1) ·
'Outfall ' (1) ·
'PERENNIAL CANAL ' (1) ·
'Samsula Canal ' (1) ·
'Santiago Canal ' (1) ·
'St. John's Marsh ' (1) ·
'St. Johns Marsh ' (1) ·
'Sunshine Canal ' (1) ·
'Sweetwater Creek ' (1) ·
'Trib to Spruce Creek ' (1)
Critical 006b:
Facility 007:
'Dubber Road ' (1) ·
'Hunting Camp Road ' (1) ·
'I-95 ' (1) ·
'ISLAND RD. ' (1) ·
'PARK COMMERCE BLVD' (1) ·
'Samsula Drive ' (1) ·
'SEMINOLE/PRATTWHT.' (1) ·
'Spotted Fawn Way ' (1) ·
'SR 614 (INDRIO-RD)' (1) ·
'SR-40 ' (1) ·
'SR-60 EB ' (1) ·
'SR-60 WB ' (1) ·
'SR91 N/S TPK 139.7' (1) ·
'SR91 TPK 134.1 ' (1) ·
'Tomoka Farms Rd ' (1) ·
'Tucker Lane ' (1) ·
'US-92 ' (1)
Number 008:
700055 (1) ·
700095 (1) ·
700099 (1) ·
704093 (1) ·
704203 (1) ·
705601 (1) ·
790017 (1) ·
790026 (1) ·
790093 (1) ·
794008 (1) ·
794019 (1) ·
794045 (1) ·
794184 (1) ·
794185 (1) ·
880092 (1) ·
880093 (1) ·
880094 (1) ·
880095 (1) ·
890067 (1) ·
895501 (1) ·
934151 (1) ·
936500 (1) ·
940061 (1) ·
940137 (1)
Location 009:
'.7 mi S of Taylor Rd ' (1) ·
'0.1 Mi North of Taylor Rd' (1) ·
'0.4 MILE N OF SR-710 ' (1) ·
'0.5 Mi S of Micco Rd. ' (1) ·
'0.51MI SOUTH OF SR-714 ' (1) ·
'0.6 MI E OF I-95 ON SR614' (1) ·
'0.6 Mi W of SR-11 ' (1) ·
'0.9 Mi North of CR-4118 ' (1) ·
'1.0 mi. S of SR-44 ' (1) ·
'1.2 Mi S of Grant Rd ' (1) ·
'1.2 miles South of SR-520' (1) ·
'1.3 miles South of SR-44 ' (1) ·
'1.5 Miles North of SR-528' (1) ·
'1.6 MI N OF MARTIN CO ' (1) ·
'100 ft West of Ruffner Rd' (1) ·
'100FT Eof SEWALLS PT. RD.' (1) ·
'11.6Mi. E of SR-91 (TPK) ' (1) ·
'12.1Mi. E of SR-91 (TPK) ' (1) ·
'2.3 MI E of US-17 ' (1) ·
'2.96 Mi. West of I-95 ' (1) ·
'4MI N OF OKEECHOBEE BLVD.' (1) ·
'At Lake Washington Rd ' (1)
Latitude 016:
26455392 (1) ·
26535784 (1) ·
27091847 (1) ·
27104516 (1) ·
27133752 (1) ·
27311800 (1) ·
27382800 (1) ·
27382850 (1) ·
27382860 (1) ·
27382910 (1) ·
27515948 (1) ·
27542400 (1) ·
28042875 (1) ·
28085200 (1) ·
28204430 (1) ·
28255464 (1) ·
28592979 (1) ·
28594816 (1) ·
29032507 (1) ·
29033853 (1) ·
29042244 (1) ·
29051568 (1) ·
29131903 (1) ·
29152375 (1)
Longitude 017:
80111512 (1) ·
80162888 (1) ·
80180137 (1) ·
80182538 (1) ·
80202976 (1) ·
80262200 (1) ·
80353035 (1) ·
80355151 (1) ·
80373635 (1) ·
80424100 (1) ·
80430030 (1) ·
80433190 (1) ·
80433200 (1) ·
80470960 (1) ·
80491325 (1) ·
81022736 (1) ·
81025853 (1) ·
81040532 (1) ·
81040663 (1) ·
81040678 (1) ·
81095154 (1) ·
81160650 (1) ·
81194815 (1)
Owner 022:
Built 027:
Traffic 029:
Service On 042a: (Click arrow to add another value)
Service Under 042b:
Kind 043a:
Type 043b:
Length 049: (Click arrow to add another value)
Deck 058:
Superstructure 059:
Substructure 060:
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. (1) ·
Bank protection is being eroded. River control devices and/or embankment have major damage. Trees and brush restrict the channel. (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)
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) ·
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:
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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