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.
'Canal C-54 ' (1) ·
'Danforth Creek ' (1) ·
'FELLSMERE CANAL ' (1) ·
'I-95 ' (1) ·
'I-95 (SR 9) ' (1) ·
'Okeechobee Waterway ' (1) ·
'POPPELTON CREEK ' (1) ·
'S Fork St. Lucie River ' (1) ·
'Sebastian Canal ' (1) ·
'SR-507 ' (1) ·
'SR-91 (Fl. Tpk.) ' (1) ·
'ST LUCIE CANAL ' (1) ·
'Tillman Canal ' (1) ·
Tillman Canal (1)
'Babcock St(CR-507)' (1) ·
'Babcock Street ' (1) ·
'COUNTY RD 507 ' (1) ·
'CR 76A ' (1) ·
'CR-714 Indian St. ' (1) ·
'CR-76A ' (1) ·
'CR714 PALM CITY RD' (1) ·
'EB Martin Downs Bd' (1) ·
'EB SR - 714 ' (1) ·
'SR-507 ' (1) ·
'SR-507 NB ' (1) ·
'SR-714 ' (1) ·
'WB Martin Downs Bd' (1) ·
'WB SR - 714 ' (1) ·
SR-507 SB (1)
700160 (1) ·
700185 (1) ·
700186 (1) ·
700190 (1) ·
704042 (1) ·
704154 (1) ·
880076 (1) ·
890038 (1) ·
890039 (1) ·
890093 (1) ·
890114 (1) ·
890134 (1) ·
890135 (1) ·
890143 (1) ·
890159 (1) ·
894062 (1)
'.05 mi N of Indian Rvr Co' (1) ·
'0.1 MI West of SR-76 ' (1) ·
'1.5 Mile West of SR-76 ' (1) ·
'1/2MI S of US-1 ' (1) ·
'2.5 mi East of TPK Exit ' (1) ·
'4.2MI N OF CR-512 ' (1) ·
'8 mi South of Malabar Rd ' (1) ·
'Babcock Street over I-95 ' (1) ·
'CR 76A over I-95 ' (1) ·
'SR-507 NB - Tillman Canal' (1) ·
'SR-507 over Crane Creek ' (1) ·
'SR-714 East of Fla. Tpk. ' (1) ·
'SR-714 East of Fla. Tpke.' (1) ·
'Turnpike at Stuart exit. ' (1) ·
SR-507 SB-Tillman Canal (1)
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)
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 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)
Showing below up to 16 results in range #1 to #16.