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.
'DNLD RS RD E 112.2' (1) ·
'DNLD RS RD W 112.2' (1) ·
'MARINA BLVD. ' (1) ·
'NB I 95 SR 9 ' (1) ·
'NB I-95 (S.R. 9) ' (1) ·
'NB SR 807 ' (1) ·
'SB I 95 SR 9 ' (1) ·
'SB I-95 (S.R. 9) ' (1) ·
'SB SR 807 ' (1) ·
'SR 400 WB ' (1) ·
'SR 91 TPK SB 131.0' (1) ·
'SR-400 ' (1) ·
'SR-A1A ' (1) ·
'SR91SB ON/OFF 76.4' (1) ·
'US-1 ' (1)
700007 (1) ·
700008 (1) ·
790147 (1) ·
790205 (1) ·
790247 (1) ·
890066 (1) ·
930381 (1) ·
930419 (1) ·
930450 (1) ·
930476 (1) ·
930486 (1) ·
930487 (1) ·
930533 (1) ·
934944 (1) ·
940096 (1) ·
940097 (1)
'0.2MI E OF SR-7 (US-441) ' (1) ·
'1 mile North of SR 80 ' (1) ·
'3 MI NORTH OF PGA BLVD ' (1) ·
'3.7MI S/O STUART INT. ' (1) ·
'A1A-Port Orange Relief ' (1) ·
'BOCA RATON INTERCHNG #28 ' (1) ·
'i-4 WB - Cougar Crossing ' (1) ·
'I-4 WB over Bear Crossing' (1) ·
'Just North of SR70 on I95' (1) ·
'N.OF PGA BLVD S.JUPITER ' (1) ·
'SE quadrant PB Int Airpt ' (1) ·
'US-1 over Elbow Creek ' (1) ·
'US-1- Eau Gallie River ' (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 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)
Showing below up to 16 results in range #1 to #16.