Drilldown: bridge data
From Indian River Lagoon Project
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ObjectID:
Status: (Click arrow to add another value)
County 003:
Place 004:
Route 005d:
Direction 005e:
Features 006a:
'Aurantia Rd. ' (1) ·
'C-51 W.P.B. CANAL ' (1) ·
'CR 712 (Midway Road) ' (1) ·
'Crane Creek ' (1) ·
'Crane Creek Canal L-7 ' (1) ·
'FEC Railroad ' (1) ·
'FPL Nuc Plant Intake Cnl' (1) ·
'I-4 ' (1) ·
'I-95 ' (1) ·
'LEVEE NO. 8 ' (1) ·
'LEVEE NO.8 ' (1) ·
'LOXAHATCHEE RIV NW FORK ' (1) ·
'LOXAHATCHEE RIVER ' (1) ·
'RELIEF CANAL ' (1) ·
'Spruce Creek ' (1) ·
'Spruce Creek N Relief ' (1) ·
'SR 70 ' (1) ·
'SR-91 (Fl. Tpk.) ' (1) ·
'US-1 ' (1) ·
'WARNER CREEK ' (1) ·
Banana River Relief (1) ·
I-95 (1)
Critical 006b:
Facility 007:
'CR-613 (58TH AVE.)' (1) ·
'CR-707(Citrus Ave)' (1) ·
'Dubber Road ' (1) ·
'Fountainhead Blvd.' (1) ·
'Fox Lake Rd. ' (1) ·
'I-95 NB ' (1) ·
'I-95 SB ' (1) ·
'ISLAND WAY ' (1) ·
'NB I-95 (S.R. 9) ' (1) ·
'SE ISLAND WAY ROAD' (1) ·
'SR 91 TPK SB 153.2' (1) ·
'SR A1A ' (1) ·
'SR-405 WB ' (1) ·
'SR-714 ' (1) ·
'SR-80EB (Southern)' (1) ·
'SR-80WB (Southern)' (1) ·
'Tomoka Farms Rd. ' (1) ·
'TROPICALIA AVE. ' (1) ·
'US-1 SB ' (1) ·
'US-1SB ' (1) ·
'US-98 SR700 US441 ' (1) ·
Micco Rd. (1) ·
SR-520 (1)
Number 008:
700029 (1) ·
700066 (1) ·
700133 (1) ·
700138 (1) ·
700157 (1) ·
700192 (1) ·
705601 (1) ·
705603 (1) ·
790105 (1) ·
790155 (1) ·
790159 (1) ·
884065 (1) ·
890159 (1) ·
894019 (1) ·
894044 (1) ·
894052 (1) ·
930407 (1) ·
930408 (1) ·
930465 (1) ·
940047 (1) ·
940084 (1) ·
940111 (1) ·
940134 (1)
Location 009:
'0.1 mi E of Wickham Road ' (1) ·
'0.25 Mi. West of SR-405 ' (1) ·
'0.2Mi E of CR-723 ' (1) ·
'0.2MI E of LOXAHATCHEE RD' (1) ·
'0.3MI S OF SR-60 ' (1) ·
'0.5Mi N of PLMBCH CO LINE' (1) ·
'100 ft West of Ruffner Rd' (1) ·
'2.6 MILES NORTH OF SR-709' (1) ·
'4.5 Mi. N of SR-46 ' (1) ·
'Citrus Ave/FEC RR ' (1) ·
'I-95 over Midway Road ' (1) ·
'PUMP STA AT 20 MI BEND ' (1) ·
'PUMP STA. AT 20 MI. BEND ' (1) ·
'SR A1A FPL Nuc P Intake ' (1) ·
'SR-405 WB - US-1 ' (1) ·
'SR-700 CANAL POINT ' (1) ·
'Tomoka Farms Rd - I-4 ' (1) ·
'Turnpike at Stuart exit. ' (1) ·
'US-1 SB - Spruce Creek ' (1) ·
'US-1 SB-Spruce Creek ' (1) ·
1.9MI E of Babcock St. (1) ·
SR-520 - Banana River (1)
Latitude 016:
26410616 (1) ·
26410722 (1) ·
26514900 (1) ·
26582879 (1) ·
26583556 (1) ·
27094100 (1) ·
27134072 (1) ·
27204020 (1) ·
27222697 (1) ·
27244449 (1) ·
27263922 (1) ·
27380220 (1) ·
27522524 (1) ·
28042875 (1) ·
28070604 (1) ·
28212829 (1) ·
28314034 (1) ·
28350798 (1) ·
28434007 (1) ·
28434100 (1) ·
29051082 (1) ·
29051903 (1) ·
29090830 (1)
Longitude 017:
80075632 (1) ·
80081246 (1) ·
80140376 (1) ·
80142440 (1) ·
80181600 (1) ·
80192646 (1) ·
80214953 (1) ·
80215065 (1) ·
80240727 (1) ·
80243196 (1) ·
80264868 (1) ·
80352983 (1) ·
80365438 (1) ·
80373635 (1) ·
80375380 (1) ·
80401763 (1) ·
80472222 (1) ·
80510496 (1) ·
80531567 (1) ·
80531664 (1) ·
80580732 (1) ·
80581203 (1) ·
81045886 (1)
Owner 022:
Built 027:
Traffic 029:
Service On 042a:
Service Under 042b:
Kind 043a:
Type 043b:
Length 049:
Width 052:
Deck 058:
Superstructure 059:
Substructure 060: (Click arrow to add another value)
Channel 061:
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: (Click arrow to add another value)
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) ·
Bridge with "unknown" foundation that has not been evaluated for scour. Until risk can be determined, a plan of action should be developed and implemented to reduce the risk to users from abridge failure during and immediately after a flood event. (1)
Future 114:
Clearance 116:
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