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)
Use the filters below to narrow your results.
ObjectID:
County 003:
Place 004:
Route 005d:
Direction 005e:
Features 006a:
'C-51 Canal ' (1) ·
'Canal ' (1) ·
'Crane Creek ' (1) ·
'E-3 Canal ' (1) ·
'Hidden Valley Canal C15 ' (1) ·
'Indian River Relief East' (1) ·
'Indian River West Relief' (1) ·
'L-12 Canal ' (1) ·
'Lake Washington Road ' (1) ·
'LWDD E-1 CANAL ' (1) ·
'Miami Canal L-25 ' (1) ·
'N Fork Loxahatchee River' (1) ·
'SR-3 ' (1) ·
'SR-713 (King Hwy) ' (1) ·
'US-192 ' (1) ·
Lake Washington Road (1)
Critical 006b:
Facility 007:
'Benoist Farms Rd ' (1) ·
'Entrnce Rd to FDOT' (1) ·
'I-95 ' (1) ·
'I-95 NB ' (1) ·
'Levee Road ' (1) ·
'NEW ENGLAND BLVD ' (1) ·
'SB SR-9 (I-95) ' (1) ·
'SR-404 EB ' (1) ·
'SR-404 WB ' (1) ·
'SR-528 ' (1) ·
'SR-528 EB ' (1) ·
'TEQUESTA DRIVE ' (1) ·
'US-1 (SR-5) ' (1) ·
'US-192 ' (1) ·
'US-27/SR-80 NB ' (1) ·
'US-27/SR-80 SB ' (1) ·
'West Atlantic Ave.' (1) ·
I-95 SB (1)
Number 008:
700017 (1) ·
700033 (1) ·
700043 (1) ·
700076 (1) ·
700078 (1) ·
700111 (1) ·
700123 (1) ·
700142 (1) ·
700144 (1) ·
700209 (1) ·
704019 (1) ·
930006 (1) ·
930240 (1) ·
930537 (1) ·
930538 (1) ·
930806 (1) ·
934711 (1) ·
934904 (1) ·
936776 (1) ·
940162 (1)
Location 009:
'.5 Mi W of SR-507 ' (1) ·
'0.1MI E OF US-441 SR-7 ' (1) ·
'1.2MI. W of US-1 ' (1) ·
'1.5mi N of SR-68 ' (1) ·
'1/2 mile W of SR-809 ' (1) ·
'4.0 MI NW OF US-441 ' (1) ·
'50ft. East of Fiske Blvd ' (1) ·
'At John Stretch Park ' (1) ·
'Benoist Farms Rd at SR-80' (1) ·
'I-95 NB -Lk Washington Rd' (1) ·
'I-95 over US-192 ' (1) ·
'No. City Line Boca Raton ' (1) ·
'SR-404 EB - Indian River ' (1) ·
'SR-404 EB -Indian Riv Rel' (1) ·
'SR-404 WB - Indian River ' (1) ·
'SR-404 WB-Indian River ' (1) ·
'SR-528 EB over SR-3 ' (1) ·
'SR-528 WB over SR-3 ' (1) ·
I-95 SB -Lk Washington Rd (1)
Latitude 016:
Longitude 017:
Owner 022:
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: (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:
N/A (1) ·
Shrinkage cracks, light scaling and insignificant spalling which does not expose reinforcing steel. Insignificant damage caused by drift with no misalignment and not requiring corrective action. Some minor scouring has occured near curtain walls, wingwalls or pipes. Metal culverts have a smooth symmetrical curvature with superficial corrosion and no pitting. (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 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)
Future 114:
Clearance 116:
Showing below up to 20 results in range #1 to #20.
View (previous 250 | next 250) (20 | 50 | 100 | 250 | 500)
