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: (Click arrow to add another value)
Direction 005e:
Features 006a:
'C-18 Canal ' (1) ·
'Donald Ross Road ' (1) ·
'DRAINAGE DITCH ' (1) ·
'Hanson Grant Outlet ' (1) ·
'I-95 (SR-9) ' (1) ·
'Northlake Blvd. ' (1) ·
'SR 706 & I-95/SR706 Ramp' (1) ·
'SR 706 To NB I 95 ' (1) ·
'SR-706 Indiantown Rd. ' (1) ·
'SR-706 Indiantown Rd. ' (1) ·
'SR-76 ' (1) ·
'SR-91 (Fla's. Turnpike) ' (1) ·
'SR-91 (Fla's.Turnpike) ' (1) ·
'SR-91 Fl. Tpk ' (1) ·
'St. Lucie Canal ' (1)
Critical 006b:
Facility 007:
'EB 706 To SB I-95 ' (1) ·
'I 95 SR 9 ' (1) ·
'I-95 (SR-9) ' (1) ·
'NB I 95 SR9 ' (1) ·
'NB I 95 SR 9 ' (1) ·
'NB I-95 ( SR-9 ) ' (1) ·
'NB I-95 (S.R. 9) ' (1) ·
'NB I-95 (SR-9) ' (1) ·
'SB I 95 SR9 ' (1) ·
'SB I 95 SR 9 ' (1) ·
'SB I 95 SR 9 Ramp ' (1) ·
'SB I-95 ( SR-9 ) ' (1) ·
'SB I-95 (SR 9) ' (1) ·
'SB I-95 (SR-9 ) ' (1) ·
'SB I-95 (SR-9) ' (1) ·
'SR-9(I-95) ' (1) ·
'WB SR706 to SB 95 ' (1) ·
'WB SR706 to SB I95' (1)
Number 008:
890121 (1) ·
890122 (1) ·
890123 (1) ·
890128 (1) ·
890129 (1) ·
890132 (1) ·
890133 (1) ·
890139 (1) ·
890144 (1) ·
930371 (1) ·
930372 (1) ·
930380 (1) ·
930382 (1) ·
930383 (1) ·
930384 (1) ·
930385 (1) ·
930386 (1) ·
930387 (1) ·
930390 (1) ·
930394 (1) ·
930516 (1)
Location 009:
'0.3 mile South of SR 706 ' (1) ·
'1.5 Mi N/O SW Kanner Hwy ' (1) ·
'1.5 N of SW KANNER HWY ' (1) ·
'1mi N of SR-76(Kanner Hw)' (1) ·
'2 MILES N OF CR-708 ' (1) ·
'2.5MI N OF INDIANTOWN RD ' (1) ·
'Between SR 710 and 786 ' (1) ·
'I 95 SR 706 Interchange ' (1) ·
'I 95 SR706 interchange ' (1) ·
'I-95 (2 mi. N. of SR-76) ' (1) ·
'I-95 / Donald Ross Rd ' (1) ·
'I-95 / SR 706 interchange' (1) ·
'Jupiter Interchange/I-95 ' (1) ·
'South of Ramp to SR 706 ' (1) ·
'South of St Lucie Canal ' (1) ·
'South of St. Lucie Canal ' (1) ·
'SR 706 to I 95 Ramp ' (1) ·
'Tpk. SR 706 Interchange ' (1)
Latitude 016:
26483165 (1) ·
26525862 (1) ·
26525996 (1) ·
26554560 (1) ·
26554700 (1) ·
26554800 (1) ·
26560369 (1) ·
26560443 (1) ·
26560450 (1) ·
26560606 (1) ·
26561100 (1) ·
26561248 (1) ·
26575410 (1) ·
27041365 (1) ·
27063113 (1) ·
27063191 (1) ·
27070958 (1) ·
27071400 (1) ·
27072925 (1) ·
27073032 (1) ·
27073439 (1)
Longitude 017:
80055370 (1) ·
80074066 (1) ·
80074402 (1) ·
80085370 (1) ·
80085515 (1) ·
80085650 (1) ·
80085830 (1) ·
80085950 (1) ·
80090063 (1) ·
80090130 (1) ·
80090683 (1) ·
80091289 (1) ·
80102114 (1) ·
80144362 (1) ·
80153644 (1) ·
80153917 (1) ·
80160809 (1) ·
80161732 (1) ·
80164549 (1) ·
80164845 (1) ·
80170982 (1)
Owner 022:
Built 027: (Click arrow to add another value)
Traffic 029:
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 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) ·
N/A (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) ·
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)
Direction 102:
Deck Type 107:
Scour 113:
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:
123619 (1) ·
131860 (1) ·
14921 (1) ·
23423 (1) ·
24290 (1) ·
278468 (1) ·
61592 (1) ·
65930 (1) ·
69834 (1) ·
80678 (1) ·
91351 (1)
Clearance 116:
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