Drilldown: bridge data
From Indian River Lagoon Project
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- Event (169)
- News Link (111)
- Organization (18)
- Waterbody (27)
- bridge (13)
- bridge data (1468)
- definition (254)
- fips (487)
- repository (98)
- timeline (19)
- weblink (123)
Use the filters below to narrow your results.
ObjectID:
12131 (1) ·
12149 (1) ·
12184 (1) ·
12185 (1) ·
12186 (1) ·
12210 (1) ·
12242 (1) ·
12255 (1) ·
12259 (1) ·
17866 (1) ·
17872 (1) ·
17873 (1) ·
17878 (1) ·
17880 (1) ·
17883 (1) ·
17884 (1) ·
17887 (1) ·
17888 (1) ·
17894 (1) ·
17899 (1) ·
17900 (1) ·
17913 (1) ·
17914 (1) ·
17916 (1) ·
19631 (1) ·
19632 (1) ·
19633 (1)
County 003: (Click arrow to add another value)
Place 004:
Route 005d:
Direction 005e:
Features 006a:
'Banana River ' (1) ·
'C-1 Canal ' (1) ·
'Canal ' (1) ·
'Eau Gallie River ' (1) ·
'HAULOVER CANAL ' (1) ·
'I-95 ' (1) ·
'Indian River ' (1) ·
'Indian River Relief ' (1) ·
'Pine Street ' (1) ·
'Service Rd & Canal ' (1) ·
'SR-46 ' (1) ·
'SR-518 ' (1) ·
'St. Johns River ' (1) ·
'Tillman Canal ' (1) ·
'Turkey Creek ' (1) ·
'US-192 ' (1) ·
Addison Canal (1) ·
INDIAN RIVER (1) ·
St Johns River (1) ·
Wickham Road (1)
Critical 006b:
Facility 007:
'Apollo Boulevard ' (1) ·
'Banana River Drive' (1) ·
'COURTENAY PARKWAY ' (1) ·
'Entrnce Rd to FDOT' (1) ·
'I-95 ' (1) ·
'I-95 NB ' (1) ·
'Palm Bay Parkway ' (1) ·
'Pineda Causeway ' (1) ·
'Port Malabar BL WB' (1) ·
'Service Road ' (1) ·
'SR-401 NB ' (1) ·
'SR-401 SB ' (1) ·
'SR-404 WB ' (1) ·
'SR-520 EB ' (1) ·
'SR-528 EB ' (1) ·
'US 192 WB ' (1) ·
'US-192 EB ' (1) ·
'Viera Blvd EB ' (1) ·
'Viera Blvd WB ' (1) ·
I-95 (1) ·
NASA CAUSEWAY EB (1) ·
NASA CAUSEWAY WB (1) ·
US-192 EB (1)
Number 008:
700031 (1) ·
700077 (1) ·
700117 (1) ·
700119 (1) ·
700122 (1) ·
700151 (1) ·
700198 (1) ·
700209 (1) ·
700215 (1) ·
700217 (1) ·
700222 (1) ·
700225 (1) ·
700229 (1) ·
700230 (1) ·
700233 (1) ·
700234 (1) ·
703001 (1) ·
703002 (1) ·
703004 (1) ·
704019 (1) ·
704048 (1) ·
704063 (1) ·
704097 (1) ·
704098 (1) ·
705604 (1) ·
705920 (1) ·
705924 (1)
Location 009:
'0.2 mile East of US-1 ' (1) ·
'0.26 Mi South of Pace Dr.' (1) ·
'0.3 Mile West of SR-513 ' (1) ·
'1.6 miles East of SR-507 ' (1) ·
'2.6 MI S of Wickham Rd. ' (1) ·
'50ft. East of Fiske Blvd ' (1) ·
'8.6 MILES SOUTH OF US 1 ' (1) ·
'Apollo Blvd - Eau Gallie ' (1) ·
'I-95 NB - Tillman Canal ' (1) ·
'I-95 NB SR-518 ' (1) ·
'I-95 over SR-46 ' (1) ·
'I-95 over US-192 ' (1) ·
'SR-401 NB - Barge Canal ' (1) ·
'SR-401 SB - Barge Canal ' (1) ·
'SR-404 WB - Indian River ' (1) ·
'SR-520 EB-St. Johns River' (1) ·
'SR-528 EB at I-95 ' (1) ·
'SR-528 EB over Pine St. ' (1) ·
'US 192 WB over Indian Riv' (1) ·
'US-192 EB - Indian Riv ' (1) ·
'Viera Blvd EB over I-95 ' (1) ·
'Viera Blvd WB over I-95 ' (1) ·
I-95 over Addison Canal (1) ·
I-95 over Wickham Road (1) ·
KENNEDY SPACE CENTER (1) ·
US-192 EB-St Johns River (1)
Latitude 016:
28004737 (1) ·
28004870 (1) ·
28010155 (1) ·
28044400 (1) ·
28050471 (1) ·
28051366 (1) ·
28051434 (1) ·
28071404 (1) ·
28073710 (1) ·
28085715 (1) ·
28113278 (1) ·
28122319 (1) ·
28134900 (1) ·
28155940 (1) ·
28160000 (1) ·
28171453 (1) ·
28221009 (1) ·
28243314 (1) ·
28243318 (1) ·
28244125 (1) ·
28244169 (1) ·
28313826 (1) ·
28313884 (1) ·
28314000 (1) ·
28370440 (1) ·
28395825 (1) ·
28441095 (1)
Longitude 017:
80345659 (1) ·
80345692 (1) ·
80354529 (1) ·
80362216 (1) ·
80375518 (1) ·
80375690 (1) ·
80382659 (1) ·
80384610 (1) ·
80390071 (1) ·
80422093 (1) ·
80422199 (1) ·
80422723 (1) ·
80430700 (1) ·
80434440 (1) ·
80434460 (1) ·
80441510 (1) ·
80443323 (1) ·
80450449 (1) ·
80451679 (1) ·
80454983 (1) ·
80480991 (1) ·
80491330 (1) ·
80493553 (1) ·
80510650 (1) ·
80521049 (1) ·
80522246 (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: (Click arrow to add another value)
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 being eroded. River control devices and/or embankment have major damage. Trees and brush restrict the channel. (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)
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 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 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) ·
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:
Showing below up to 27 results in range #1 to #27.
