Drilldown: bridge data
From Indian River Lagoon Project
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ObjectID:
12113 (1) ·
12151 (1) ·
12152 (1) ·
12154 (1) ·
12155 (1) ·
12173 (1) ·
12205 (1) ·
12207 (1) ·
12208 (1) ·
12251 (1) ·
13658 (1) ·
13666 (1) ·
13703 (1) ·
13708 (1) ·
13728 (1) ·
13813 (1) ·
15239 (1) ·
15787 (1) ·
15820 (1) ·
15865 (1) ·
18733 (1) ·
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19537 (1)
County 003:
Place 004:
Route 005d:
Direction 005e:
Features 006a:
'Banana River Relief East' (1) ·
'Banana River Relief West' (1) ·
'Berrys Canal ' (1) ·
'C-15 CANAL ' (1) ·
'C-51 Canal ' (1) ·
'CANAL C-17 ' (1) ·
'CR 702 45th Street ' (1) ·
'CR 782 Linton Blvd ' (1) ·
'CR-3 ' (1) ·
'Deep Creek ' (1) ·
'FECRR ' (1) ·
'I-4 ' (1) ·
'Misner Branch ' (1) ·
'SR 91 TPK ' (1) ·
'SR-513 ' (1) ·
'SR-806 Atlantic Ave ' (1) ·
'Sykes Creek ' (1) ·
'Tomoka River ' (1) ·
'Tomoka River ' (1) ·
'Turnbull Creek ' (1)
Critical 006b:
Facility 007:
'CONGRESS AVE ' (1) ·
'CR68 ORNG AV 156.1' (1) ·
'CR708 125.4 ' (1) ·
'Enterprise Rd. ' (1) ·
'Haverhill Rd ' (1) ·
'I 95 SR 9 ' (1) ·
'Main Trail ' (1) ·
'Military Trail ' (1) ·
'NB I 95 SR 9 ' (1) ·
'PARK AVE. W. ' (1) ·
'SB I 95 SR 9 ' (1) ·
'SR-404 EB ' (1) ·
'SR-404 WB ' (1) ·
'SR-405 EB ' (1) ·
'SR-405 WB ' (1) ·
'SR-44 ' (1) ·
'SR-91 TPK NS 81.77' (1) ·
'Sykes Creek Pkwy ' (1) ·
'US-1 NB ' (1) ·
'US-1 SB ' (1) ·
'US-17 ' (1) ·
'US-92 EB ' (1) ·
'US-92 WB ' (1)
Number 008:
700002 (1) ·
700079 (1) ·
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700082 (1) ·
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940056 (1)
Location 009:
'.8 Mile North of SR-520 ' (1) ·
'0.1 MILE WEST OF I-95 ' (1) ·
'0.3MI W OF CONGRESS AVE ' (1) ·
'0.4MI S OF LINTON BLVD ' (1) ·
'0.8 Mile West of Nova Rd ' (1) ·
'1.5 miles South of SR 806' (1) ·
'2.9 MI N OF SR-70 ' (1) ·
'5.1 MI SOUTH OF SR-804 ' (1) ·
'At Exit 74 ' (1) ·
'Enterprise Rd. Over I-4 ' (1) ·
'S of Southrn/Haverhll Int' (1) ·
'SR-404 EB over SR-513 ' (1) ·
'SR-404 EB-Banana Riv Rel ' (1) ·
'SR-404 EB-Banana River ' (1) ·
'SR-404 WB - SR-513 ' (1) ·
'SR-404 WB over CR-3 ' (1) ·
'SR-404 WB-Banana River ' (1) ·
'SR-405 EB - FECRR ' (1) ·
'SR-405 WB - FECRR ' (1) ·
'SR-44 - Berrys Canal ' (1) ·
'SR-80 & Military Trail ' (1) ·
'US-1 NB - Turnbull Creek ' (1) ·
'US-1 SB - Turnbull Creek ' (1) ·
'US-17 over Deep Creek ' (1) ·
'US-92 EB -Tomoka River ' (1) ·
'US-92 WB-Tomoka River ' (1)
Latitude 016:
26252844 (1) ·
26262220 (1) ·
26271349 (1) ·
26403700 (1) ·
26403896 (1) ·
26453240 (1) ·
26475062 (1) ·
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28491498 (1) ·
28531327 (1) ·
29014148 (1) ·
29094796 (1) ·
29095064 (1) ·
29095111 (1) ·
29165358 (1)
Longitude 017:
80052000 (1) ·
80052100 (1) ·
80052450 (1) ·
80052810 (1) ·
80053227 (1) ·
80064300 (1) ·
80071317 (1) ·
80102834 (1) ·
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80253838 (1) ·
80362348 (1) ·
80362349 (1) ·
80371385 (1) ·
80371403 (1) ·
80380201 (1) ·
80380233 (1) ·
80381773 (1) ·
80405551 (1) ·
80472690 (1) ·
80472715 (1) ·
80513571 (1) ·
80513613 (1) ·
80551845 (1) ·
81052615 (1) ·
81052672 (1) ·
81054109 (1) ·
81164575 (1) ·
81232561 (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)
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 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:
Clearance 116:
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