Drilldown: bridge data
From Indian River Lagoon Project
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ObjectID:
12118 (1) ·
12127 (1) ·
12128 (1) ·
12137 (1) ·
12149 (1) ·
12154 (1) ·
12177 (1) ·
12182 (1) ·
12186 (1) ·
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12216 (1) ·
12231 (1) ·
13666 (1) ·
13668 (1) ·
13674 (1) ·
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13688 (1) ·
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15880 (1)
Status: (Click arrow to add another value)
County 003:
Place 004:
Route 005d:
Direction 005e:
Features 006a:
'Banana River ' (1) ·
'Banana River Relief ' (1) ·
'Banana River Relief East' (1) ·
'BRANCH OF MIAMI CANAL ' (1) ·
'Deep Creek ' (1) ·
'Dirksen Drive ' (1) ·
'El Rio Canal E-4 ' (1) ·
'FECRR ' (1) ·
'HILLSBORO L-14 CANAL ' (1) ·
'I-95 ' (1) ·
'Indian River ' (1) ·
'L-5 Canal ' (1) ·
'Lake Ashby Canal ' (1) ·
'Loxahatchee River ' (1) ·
'Sebastian Inlet ' (1) ·
'SR-442 ' (1) ·
'SR-518 ' (1) ·
'SR-524 ' (1) ·
'Tide Relief Canal ' (1) ·
'Tomoka River ' (1) ·
'Turnbull Creek ' (1) ·
Indian River ICW (1)
Critical 006b:
Facility 007:
'Babcock St(CR-507)' (1) ·
'DUDA ROAD ' (1) ·
'I-4 Ramp ' (1) ·
'I-4 WB ' (1) ·
'I-95 NB ' (1) ·
'I-95 SB ' (1) ·
'MIAMI CANAL ROAD ' (1) ·
'NB US-27 SR-25 ' (1) ·
'SR-404 EB ' (1) ·
'SR-404 WB ' (1) ·
'SR-415 ' (1) ·
'SR-528 ' (1) ·
'SR-528 WB ' (1) ·
'SR-808 (Glades Rd)' (1) ·
'SR-811 (Alt A-1-A)' (1) ·
'SR-A1A ' (1) ·
'US-1 ' (1) ·
'US-1 NB ' (1) ·
'US-92 WB ' (1) ·
SR-518 (1)
Number 008:
700012 (1) ·
700027 (1) ·
700028 (1) ·
700054 (1) ·
700077 (1) ·
700082 (1) ·
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700122 (1) ·
700148 (1) ·
700160 (1) ·
700184 (1) ·
790021 (1) ·
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934519 (1)
Location 009:
'0.7MI W OF SR-401 ' (1) ·
'1.0MI E OF BANANA RIV DR ' (1) ·
'1.4 miles east of I-95 ' (1) ·
'2.2MI S OF SR-80 ' (1) ·
'2.85 Miles East of SR-3 ' (1) ·
'6.2 Miles N of SR-510 ' (1) ·
'A1A on Singer Island ' (1) ·
'ADJ. TO N. SIDE OF SR-880' (1) ·
'Babcock Street over I-95 ' (1) ·
'City of Jupiter ' (1) ·
'I-4 EB Ramp - I-95 ' (1) ·
'I-4 WB - Dirksen Drive ' (1) ·
'I-95 NB - Tomoka R. ' (1) ·
'I-95 NB SR-518 ' (1) ·
'I-95 SB - SR-442 ' (1) ·
'I-95 SB - SR-524 ' (1) ·
'I-95 SB - Tomoka R. ' (1) ·
'Palm Beach - Broward Line' (1) ·
'SR-404 EB-Banana River ' (1) ·
'SR-404 WB - Indian River ' (1) ·
'SR-404 WB-Banana River ' (1) ·
'SR-415 - Deep Creek ' (1) ·
'SR-415 - Lake Ashby Canal' (1) ·
'SR-528 WB - Indian River ' (1) ·
'US-1 - FECRR ' (1) ·
'US-1 NB - Turnbull Creek ' (1) ·
'US-92 WB-Tomoka River ' (1) ·
SR-518 over Indian River (1)
Latitude 016:
26200920 (1) ·
26214420 (1) ·
26400360 (1) ·
26401808 (1) ·
26490902 (1) ·
26565506 (1) ·
27513635 (1) ·
27591190 (1) ·
28071404 (1) ·
28075792 (1) ·
28122319 (1) ·
28124312 (1) ·
28124379 (1) ·
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28241880 (1) ·
28241892 (1) ·
28370979 (1) ·
28491441 (1) ·
28521781 (1) ·
28535974 (1) ·
28563417 (1) ·
28570267 (1) ·
29092639 (1) ·
29095111 (1) ·
29154558 (1) ·
29154580 (1)
Longitude 017:
80022456 (1) ·
80052130 (1) ·
80054930 (1) ·
80265430 (1) ·
80321860 (1) ·
80370269 (1) ·
80371385 (1) ·
80371403 (1) ·
80371922 (1) ·
80381684 (1) ·
80384625 (1) ·
80384626 (1) ·
80390071 (1) ·
80393049 (1) ·
80422093 (1) ·
80440519 (1) ·
80481590 (1) ·
80483851 (1) ·
80491520 (1) ·
80513571 (1) ·
80570342 (1) ·
81043623 (1) ·
81052672 (1) ·
81060965 (1) ·
81070414 (1) ·
81070520 (1) ·
81080270 (1) ·
81170430 (1)
Owner 022:
Built 027:
Traffic 029:
Traffic Year 030: (Click arrow to add another value)
Service On 042a:
Service Under 042b:
Kind 043a:
Type 043b:
Length 049:
Width 052:
Deck 058: (Click arrow to add another value)
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)
Culvert 062:
Inspect Date 090:
Direction 102:
Rebuilt 106:
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 assessed or calculated scour condition. Scour is determined to be within the limits of footing or piles by assessment, 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) ·
Countermeasures have been installed to mitigate an existing problem with scour and to reduce the risk of bridge failure during a flood event. Instructions contained in a plan of action have been implemented to reduce the risk to users from a bridge failure during or immediately after a flood event. (1)
Future 114:
Future Year 115:
Clearance 116:
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