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:
'C-24 CANAL ' (1) ·
'COUNTY LINE CANAL C-23 ' (1) ·
'CR 708 ' (1) ·
'CR-3 ' (1) ·
'Eau Gallie River ' (1) ·
'FECRR ' (1) ·
'George King Blvd ' (1) ·
'I 95 SR 9 ' (1) ·
'I-95 ' (1) ·
'Intracoastal Waterway ' (1) ·
'Kyoto Gardens Dr ' (1) ·
'SR-406 ' (1) ·
'SR-46 ' (1) ·
'SR-524 ' (1) ·
'SR-91 (FL. TPK.) ' (1) ·
'SR-91 TPK(GLADES RD INT)' (1) ·
'Stub Canal & S.F.R.C. ' (1) ·
George King Blvd (1) ·
Wickham Road (1)
Critical 006b:
Facility 007:
'EB US 98 SR 80 ' (1) ·
'G BUSH BLVD(NE8TH)' (1) ·
'I-95 ' (1) ·
'I-95 NB ' (1) ·
'I-95 SB ' (1) ·
'NB I-95 (SR-9) ' (1) ·
'RANGE LINERD CR609' (1) ·
'SB I-95 (SR 9) ' (1) ·
'SHINN ROAD ' (1) ·
'SR 811 to SB I 95 ' (1) ·
'SR-404 EB ' (1) ·
'SR-76(Kanner Hwy )' (1) ·
'SR-A1A NB ' (1) ·
'SR519SB(Fiske Blv)' (1) ·
'SR91SB ON/OFF 76.4' (1) ·
'SW 18th Street ' (1) ·
'US-1 ' (1) ·
'US-1 NB ' (1) ·
'WB US 98 SR 80 ' (1) ·
I-95 (1) ·
SR-A1A SB (1)
Number 008:
700008 (1) ·
700054 (1) ·
700059 (1) ·
700128 (1) ·
700134 (1) ·
700145 (1) ·
700176 (1) ·
700210 (1) ·
700211 (1) ·
700222 (1) ·
700230 (1) ·
790087 (1) ·
890117 (1) ·
890118 (1) ·
890126 (1) ·
930026 (1) ·
930197 (1) ·
930450 (1) ·
930461 (1) ·
930462 (1) ·
930524 (1) ·
930526 (1) ·
930539 (1) ·
940018 (1) ·
940026 (1)
Location 009:
'.25mi W OF I-95 ' (1) ·
'0.25 mi. N of County Line' (1) ·
'0.3MI E OF US-1 ' (1) ·
'3MI S of SR-70 ' (1) ·
'AT MARTIN COUNTY LINE ' (1) ·
'BOCA RATON INTERCHNG #28 ' (1) ·
'I-95 NB - SR-524 ' (1) ·
'I-95 NB over SR-406 ' (1) ·
'I-95 over SR-46 ' (1) ·
'I-95 SB - SR-524 ' (1) ·
'I-95 SB over SR-406 ' (1) ·
'NB I-95 over CR 708 ' (1) ·
'NW quad SR811/786 intchge' (1) ·
'SB I-95 over CR 708 ' (1) ·
'SR 80 / I-95 Interchange ' (1) ·
'SR 80/ I-95 interchange ' (1) ·
'SR-404 EB over CR-3 ' (1) ·
'SR-519 SB I-95 ' (1) ·
'SR-A1A - George King Blvd' (1) ·
'US-1 NB - FECRR ' (1) ·
'US-1- Eau Gallie River ' (1) ·
I-95 over Wickham Road (1) ·
SR-A1A SB- George King (1)
Latitude 016:
26195500 (1) ·
26222805 (1) ·
26282666 (1) ·
26403385 (1) ·
26403390 (1) ·
26403455 (1) ·
26403485 (1) ·
26504915 (1) ·
27023771 (1) ·
27023967 (1) ·
27061911 (1) ·
27122264 (1) ·
27201709 (1) ·
28072700 (1) ·
28122895 (1) ·
28134900 (1) ·
28173269 (1) ·
28222787 (1) ·
28222835 (1) ·
28241290 (1) ·
28241322 (1) ·
28365858 (1) ·
28365910 (1) ·
28395825 (1) ·
28493662 (1)
Longitude 017:
80034367 (1) ·
80041085 (1) ·
80041535 (1) ·
80054615 (1) ·
80070200 (1) ·
80101517 (1) ·
80140214 (1) ·
80140445 (1) ·
80155436 (1) ·
80282441 (1) ·
80285306 (1) ·
80370688 (1) ·
80370748 (1) ·
80375049 (1) ·
80381732 (1) ·
80430700 (1) ·
80443480 (1) ·
80481496 (1) ·
80481590 (1) ·
80510378 (1) ·
80510486 (1) ·
80511328 (1) ·
80521049 (1)
Owner 022:
Built 027:
Traffic 029:
Service On 042a:
Service Under 042b:
Kind 043a:
Type 043b:
Length 049: (Click arrow to add another value)
Width 052:
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:
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)
Future 114:
Clearance 116:
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