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:
Direction 005e:
Features 006a:
'C-18 Canal ' (1) ·
'Donald Ross Road ' (1) ·
'I-95 (SR-9) ' (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. Johns River ' (1) ·
'St. Johns River Relief ' (1) ·
'St. Lucie Canal ' (1) ·
'St. Lucie Canal/SR-76 ' (1) ·
'Tomoka River ' (1)
Critical 006b:
Facility 007:
'EB 706 To SB I-95 ' (1) ·
'I-4 EB ' (1) ·
'I-4 WB ' (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-415 ' (1) ·
'SR-710 WB ' (1) ·
'WB SR706 to SB 95 ' (1) ·
'WB SR706 to SB I95' (1)
Number 008:
790201 (1) ·
790202 (1) ·
790219 (1) ·
790220 (1) ·
890121 (1) ·
890122 (1) ·
890128 (1) ·
890129 (1) ·
890132 (1) ·
890133 (1) ·
890162 (1) ·
930371 (1) ·
930372 (1) ·
930380 (1) ·
930382 (1) ·
930383 (1) ·
930384 (1) ·
930385 (1) ·
930386 (1) ·
930387 (1) ·
930390 (1) ·
930394 (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) ·
'2.1 Miles East of CR-609 ' (1) ·
'I 95 SR 706 Interchange ' (1) ·
'I 95 SR706 interchange ' (1) ·
'I-4 EB over Tomoka River ' (1) ·
'I-4 WB over Tomoka River ' (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) ·
'SR-415 -St. Johns Relief ' (1) ·
'SR-415- St.Johns River ' (1) ·
'Tpk. SR 706 Interchange ' (1)
Latitude 016:
26525862 (1) ·
26525996 (1) ·
26554560 (1) ·
26554700 (1) ·
26554800 (1) ·
26560369 (1) ·
26560443 (1) ·
26560450 (1) ·
26560606 (1) ·
26561100 (1) ·
26561248 (1) ·
27004488 (1) ·
27063113 (1) ·
27063191 (1) ·
27070958 (1) ·
27071400 (1) ·
27072925 (1) ·
27073032 (1) ·
28480995 (1) ·
28485627 (1) ·
29090099 (1) ·
29090120 (1)
Longitude 017:
80074066 (1) ·
80074402 (1) ·
80085370 (1) ·
80085515 (1) ·
80085650 (1) ·
80085830 (1) ·
80085950 (1) ·
80090063 (1) ·
80090130 (1) ·
80090683 (1) ·
80091289 (1) ·
80153644 (1) ·
80153917 (1) ·
80160809 (1) ·
80161732 (1) ·
80164549 (1) ·
80164845 (1) ·
80271798 (1) ·
81051410 (1) ·
81051478 (1) ·
81112630 (1) ·
81123762 (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 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:
Inspect Date 090:
Direction 102: (Click arrow to add another value)
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:
Clearance 116:
Showing below up to 22 results in range #1 to #22.
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