Drilldown: bridge data
From Indian River Lagoon Project
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- Event (169)
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ObjectID:
12115 (1) ·
12116 (1) ·
12117 (1) ·
12118 (1) ·
12148 (1) ·
12152 (1) ·
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12156 (1) ·
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19633 (1)
County 003:
Place 004:
Route 005d:
Direction 005e:
Features 006a:
'Banana River Relief East' (1) ·
'Banana River Relief West' (1) ·
'BIG MUD CREEK ' (1) ·
'BLIND CREEK ' (1) ·
'BUTTERFLY CANAL ' (1) ·
'C-18 Canal ' (1) ·
'City St. & Crane Creek ' (1) ·
'E-1 Canal ' (1) ·
'Eau Gallie River ' (1) ·
'EL RIO CANAL ' (1) ·
'Elbow Creek ' (1) ·
'FECRR ' (1) ·
'FISHTAIL CANAL ' (1) ·
'Halifax River ' (1) ·
'Halifax River IWW ' (1) ·
'HAULOVER CANAL ' (1) ·
'Hidden Valley Canal C15 ' (1) ·
'Indian River ' (1) ·
'Indian River West Relief' (1) ·
'Main Canal ' (1) ·
'St Johns River ' (1) ·
'St Johns River Relief ' (1) ·
'St Lucie River / SR-707 ' (1) ·
'St. Johns River ' (1) ·
'Tomoka River ' (1) ·
'US-1 ' (1) ·
'US-17-92-St Johns River ' (1) ·
Indian River ICW (1)
Critical 006b:
Facility 007:
'CAMINO GARDENS EB ' (1) ·
'COURTENAY PARKWAY ' (1) ·
'DATE PALM RD ' (1) ·
'DATE PALM ROAD ' (1) ·
'EB SR-710 ' (1) ·
'Forest Hill Blvd. ' (1) ·
'I-4 EB ' (1) ·
'NB US-1 / SR-5 ' (1) ·
'SR-40 ' (1) ·
'SR-40 WB ' (1) ·
'SR-404 EB ' (1) ·
'SR-404 WB ' (1) ·
'SR-405 EB ' (1) ·
'SR-46 ' (1) ·
'SR-510 Wabasso Rd ' (1) ·
'SR-528 ' (1) ·
'SR-60 Osceola Blvd' (1) ·
'SR-A1A ' (1) ·
'SR510 Wabasso Road' (1) ·
'US-1 ' (1) ·
'US-1 (SR-5) ' (1) ·
'US-1 SB ' (1) ·
'WB SR-710 ' (1) ·
SR-518 (1)
Number 008:
700006 (1) ·
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700008 (1) ·
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930006 (1) ·
930120 (1) ·
930362 (1) ·
934327 (1) ·
935202 (1) ·
935203 (1) ·
935209 (1) ·
940003 (1) ·
940004 (1)
Location 009:
'0.03Mi E of CYPRESS WAY ' (1) ·
'0.23 MI N FPL POWER PLANT' (1) ·
'0.3MI S of ROYAL PALM WAY' (1) ·
'0.4M S OF ROYAL PALM ' (1) ·
'0.7Mi East of US-1 ' (1) ·
'0.83 MI N FPL POWER PLANT' (1) ·
'1.2MI East of US-1 ' (1) ·
'1mi S of SR-707 on SR-5 ' (1) ·
'2.25Mi. W of US-1 ' (1) ·
'3 Miles West of SR-786 ' (1) ·
'8.6 MILES SOUTH OF US 1 ' (1) ·
'A1A-Port Orange Relief ' (1) ·
'I-4EB-US-17-92 St Johns R' (1) ·
'Just E SR 7-Forest Hill ' (1) ·
'No. City Line Boca Raton ' (1) ·
'SR-40 over IWW ' (1) ·
'SR-40 WB -Tomoka River ' (1) ·
'SR-404 EB - Indian River ' (1) ·
'SR-404 EB-Banana River ' (1) ·
'SR-404 WB - Indian River ' (1) ·
'SR-404 WB-Banana River ' (1) ·
'SR-405 EB - US-1 ' (1) ·
'SR-46 - St. Johns Riv. R ' (1) ·
'SR-46 - St. Johns River ' (1) ·
'SR-528 EB-St Johns River ' (1) ·
'SR-528 WB-St Johns River ' (1) ·
'US-1 - Crane Cr & City St' (1) ·
'US-1 - FECRR ' (1) ·
'US-1 over Elbow Creek ' (1) ·
'US-1 SB over FECRR ' (1) ·
'US-1- Eau Gallie River ' (1) ·
SR-518 over Indian River (1)
Latitude 016:
26192465 (1) ·
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26521995 (1) ·
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29171420 (1)
Longitude 017:
80042598 (1) ·
80050169 (1) ·
80050508 (1) ·
80054881 (1) ·
80121068 (1) ·
80144324 (1) ·
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80375049 (1) ·
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80392362 (1) ·
80451679 (1) ·
80472199 (1) ·
80483851 (1) ·
80511310 (1) ·
80534962 (1) ·
80534993 (1) ·
80590233 (1) ·
81012278 (1) ·
81020286 (1) ·
81030614 (1) ·
81072482 (1) ·
81190878 (1)
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:
Superstructure 059:
Substructure 060: (Click arrow to add another value)
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: (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 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 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:
None (1) ·
10236 (1) ·
12318 (1) ·
12405 (1) ·
2020 (1) ·
23076 (1) ·
2603 (1) ·
26459 (1) ·
3123 (1) ·
35220 (1) ·
36435 (1) ·
36956 (1) ·
39905 (1) ·
51900 (1) ·
52918 (1) ·
53785 (1) ·
57255 (1) ·
59858 (1) ·
61592 (1) ·
62460 (1) ·
68532 (1) ·
6940 (1) ·
80678 (1) ·
8328 (1) ·
90220 (1) ·
95425 (1)
Clearance 116:
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