Drilldown: bridge data
From Indian River Lagoon Project
Choose a table:
- Event (169)
- News Link (111)
- Organization (18)
- Waterbody (27)
- bridge (13)
- bridge data (1468)
- definition (254)
- fips (487)
- repository (98)
- timeline (19)
- weblink (123)
bridge data > Owner 022:
FDOT 
& Kind 043a:
Prestressed concrete
& 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.
& Kind 043a:
Prestressed concrete
& 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. Use the filters below to narrow your results.
ObjectID:
County 003:
Place 004:
Route 005d:
Direction 005e:
Features 006a:
'Banana River Relief East' (1) ·
'Belcher Canal (C-25) ' (1) ·
'C-51 Canal ' (1) ·
'Danforth Creek ' (1) ·
'EB SR80 & C-51 Canal ' (1) ·
'El Rio Canal (E-4) ' (1) ·
'Indian River Relief ' (1) ·
'Intracoastal Waterway ' (1) ·
'Lake Ida / Canal E-4 ' (1) ·
'Main Canal ' (1) ·
'North Lake ' (1) ·
'Sebastian Inlet ' (1) ·
'St. Lucie Canal ' (1) ·
'Sykes Creek ' (1) ·
Indian River Relief East (1)
Critical 006b:
Facility 007:
'Boynton Bch Blvd ' (1) ·
'EB SR - 714 ' (1) ·
'Kings Highway ' (1) ·
'NB I-95 (SR-9) ' (1) ·
'NBSR807 to EBSR80 ' (1) ·
'SB I-95 (SR-9) ' (1) ·
'SB SR 807 ' (1) ·
'SR 794 (Yamato Rd)' (1) ·
'SR A1A ' (1) ·
'SR-404 EB ' (1) ·
'SR-528 ' (1) ·
'SR-60 Osceola Blvd' (1) ·
'SR-A1A ' (1) ·
'SR510 Wabasso Road' (1) ·
'WB N. Lake Blvd. ' (1) ·
'WB SR - 714 ' (1) ·
SR-520 (1)
Number 008:
700025 (1) ·
700112 (1) ·
700148 (1) ·
700196 (1) ·
880005 (1) ·
880030 (1) ·
880052 (1) ·
890132 (1) ·
890133 (1) ·
890134 (1) ·
890135 (1) ·
930015 (1) ·
930195 (1) ·
930237 (1) ·
930269 (1) ·
930474 (1) ·
930532 (1) ·
940007 (1)
Location 009:
'0.5Mi East of US-1 ' (1) ·
'0.5mi. East of US-1 ' (1) ·
'0.7 mi. W of I-95 ' (1) ·
'1.5mi. N of SR-68 ' (1) ·
'1mi N of SR-76(Kanner Hw)' (1) ·
'1mi. West of US-1 ' (1) ·
'2.25Mi. W of US-1 ' (1) ·
'2.5 mi East of TPK Exit ' (1) ·
'6.2 Miles N of SR-510 ' (1) ·
'E Congress Ave. & W I-95 ' (1) ·
'SE quadrant PB Int Airpt ' (1) ·
'SR-404 EB-Banana River ' (1) ·
'SR-528 EB - Sykes Creek ' (1) ·
'SR-528 WB - Sykes Creek ' (1) ·
SR-520 - Indian River Relief (1)
Latitude 016:
Longitude 017:
Owner 022: (Click arrow to add another value)
Built 027:
Traffic 029:
Service On 042a:
Service Under 042b:
Kind 043a: (Click arrow to add another value)
Type 043b:
Length 049:
Width 052:
Deck 058:
Superstructure 059:
Substructure 060:
Channel 061: (Click arrow to add another value)
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 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 conditions; field review indicates action is required to protect exposed foundations (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) ·
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:
Showing below up to 18 results in range #1 to #18.
View (previous 250 | next 250) (20 | 50 | 100 | 250 | 500)
