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.
'C-23 CANAL ' (1) ·
'Cypress Creek ' (1) ·
'FEC RR(Olympia Overpass)' (1) ·
'Frazier Creek ' (1) ·
'KRUEGER CREEK ' (1) ·
'LOXAHATCHEE RIV NW FORK ' (1) ·
'LOXAHATCHEE RIVER ' (1) ·
'POPPELTON CREEK ' (1) ·
'S. Fork St. Lucie River ' (1) ·
'SR-91 (Fl. Tpk.) ' (1) ·
'ST LUCIE CANAL ' (1) ·
'WARNER CREEK ' (1)
'CR-76A ' (1) ·
'CR-A1A(OCEAN BLVD)' (1) ·
'CR714 PALM CITY RD' (1) ·
'DIXIE HIGHWAY ' (1) ·
'ISLAND WAY ' (1) ·
'NB 1-95 (SR-9) ' (1) ·
'NB SR-5 (US-1) ' (1) ·
'SB I-95 (SR-9) ' (1) ·
'SB SR-5 (US-1) ' (1) ·
'SE ISLAND WAY ROAD' (1) ·
'SR-5 (US-1) ' (1) ·
'SR-714 ' (1) ·
'SR-76 ' (1) ·
'TROPICALIA AVE. ' (1)
890001 (1) ·
890002 (1) ·
890021 (1) ·
890039 (1) ·
890093 (1) ·
890110 (1) ·
890113 (1) ·
890115 (1) ·
890116 (1) ·
890120 (1) ·
890127 (1) ·
890159 (1) ·
894019 (1) ·
894044 (1) ·
894052 (1)
'.25 mi East of I-95 ' (1) ·
'0.2Mi E of CR-723 ' (1) ·
'0.2MI E of LOXAHATCHEE RD' (1) ·
'0.5Mi N of PLMBCH CO LINE' (1) ·
'1.2Mi. E of Savannah Rd. ' (1) ·
'1.5 Mile West of SR-76 ' (1) ·
'1/2MI S of US-1 ' (1) ·
'2.5 miles North of SR-706' (1) ·
'2MI E of SR-76 ' (1) ·
'2mi. N of SR714 on I95 ' (1) ·
'NB SR-5 1mi. S of CR 708 ' (1) ·
'SB SR-5 1mi. S of CR 708 ' (1) ·
'SR-5 S of Roosevelt BR ' (1) ·
'Turnpike at Stuart exit. ' (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)
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 15 results in range #1 to #15.