Drilldown: bridge data
From Indian River Lagoon Project
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Use the filters below to narrow your results.
ObjectID:
County 003:
Place 004:
Route 005d:
Direction 005e:
Features 006a:
'Banana River ' (1) ·
'Canal ' (1) ·
'E-2 West Canal ' (1) ·
'Earman River (C-17) ' (1) ·
'Five Mile Creek ' (1) ·
'FL. TPK. SR-91 ' (1) ·
'HUNGRYLAND CANAL C-18 ' (1) ·
'Little Haw Creek ' (1) ·
'M CANAL ' (1) ·
'Murray Creek ' (1) ·
'SR 91 TPK ' (1) ·
'SR-91 TPK & BOCA RIO RD.' (1) ·
'Sykes Creek ' (1) ·
'Turkey Creek ' (1) ·
'WPB Canal (C-51) ' (1) ·
Banana River Relief (1)
Critical 006b:
Facility 007:
'DNLD RS RD E 112.2' (1) ·
'DNLD RS RD W 112.2' (1) ·
'Forest Hill Blvd. ' (1) ·
'HAVERHILL ROAD ' (1) ·
'Okeechobee Rd. ' (1) ·
'PALMETTO PK RD(EB)' (1) ·
'PGA Blvd. (SR 786)' (1) ·
'SR-520 ' (1) ·
'SR-808 Glades Road' (1) ·
'SR91 N/S TPK 115.5' (1) ·
'US-1 ' (1) ·
'US-1 (SR-5) ' (1) ·
'US-92 ' (1) ·
SR-520 (1)
Number 008:
700192 (1) ·
700193 (1) ·
700203 (1) ·
700208 (1) ·
790093 (1) ·
790117 (1) ·
790181 (1) ·
930003 (1) ·
930239 (1) ·
930265 (1) ·
930381 (1) ·
930415 (1) ·
930419 (1) ·
930446 (1) ·
934256 (1) ·
934909 (1) ·
940028 (1)
Location 009:
'0.7Mi S OF CR-702/45TH ST' (1) ·
'1.0MI SOUTH OF SR-706 ' (1) ·
'1.3 miles east of I-95 ' (1) ·
'2.3 MI E of US-17 ' (1) ·
'2MI E OF SR-7 US-441 ' (1) ·
'3 MI NORTH OF PGA BLVD ' (1) ·
'4.3 Mi North of SR-44 ' (1) ·
'Glades Rd. & Turnpike ' (1) ·
'Just North of SR-850 ' (1) ·
'Just west of I-95 ' (1) ·
'N.OF PGA BLVD S.JUPITER ' (1) ·
'New Smyrna Bch C.L. ' (1) ·
'SR-520 - Banana River ' (1) ·
'SR-520 - Sykes Creek ' (1) ·
'Tpk/PGA Blvd interchange ' (1) ·
'US-1 over Turkey Creek ' (1) ·
SR-520 - Banana River (1)
Latitude 016:
Longitude 017:
Owner 022:
Built 027:
Service On 042a:
Service Under 042b:
Kind 043a:
Type 043b:
Length 049:
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 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:
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 not over waterway. (1)
Future 114: (Click arrow to add another value)
Clearance 116:
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