Drilldown: bridge data
From Indian River Lagoon Project
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- 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) ·
'C-44 Intake Canal ' (1) ·
'Danforth Creek ' (1) ·
'Drainage Canal ' (1) ·
'I-95 (SR 9) ' (1) ·
'INTRACOASTAL WATERWAY ' (1) ·
'LOXAHATCHEE RIV NW FORK ' (1) ·
'MANATEE POCKET ' (1) ·
'ORANGE CANAL ' (1) ·
'POPPELTON CREEK ' (1) ·
'S Fork St. Lucie River ' (1) ·
'SR-76 & St. Lucie Canal ' (1) ·
'ST LUCIE CANAL ' (1)
'CITRUS BLVD. ' (1) ·
'CR 76A ' (1) ·
'CR-726 CITRUS BLVD' (1) ·
'CR-76A ' (1) ·
'CR708 SE BRIDGE RD' (1) ·
'CR714 PALM CITY RD' (1) ·
'CR726 (Citrus Blv)' (1) ·
'EB Martin Downs Bd' (1) ·
'HORSESHOE POINT RD' (1) ·
'ISLAND WAY ' (1) ·
'MAPP ROAD ' (1) ·
'SR-76 ' (1) ·
'SR-76 (Kanner Hwy)' (1) ·
'US-441 SR-15 ' (1) ·
'WB SR - 714 ' (1)
890038 (1) ·
890039 (1) ·
890093 (1) ·
890101 (1) ·
890103 (1) ·
890107 (1) ·
890114 (1) ·
890135 (1) ·
890141 (1) ·
890142 (1) ·
894029 (1) ·
894044 (1) ·
894057 (1) ·
894059 (1) ·
894060 (1)
'0.1 MILE NORTH OF SR-714 ' (1) ·
'0.2 Mi E of ANCHOR AVE. ' (1) ·
'0.2MILE S OF SW BECKER RD' (1) ·
'0.5Mi N of PLMBCH CO LINE' (1) ·
'0.9 M E OF US-1 ON CR-708' (1) ·
'1.5 Mile West of SR-76 ' (1) ·
'1.5mi East of Indiantown' (1) ·
'1.74 Miles E of SR-710 ' (1) ·
'1/2MI S of US-1 ' (1) ·
'2.5 mi East of TPK Exit ' (1) ·
'3 MI. east of SR-710 ' (1) ·
'5.8Mi. E of SR-710 ' (1) ·
'CR 76A over I-95 ' (1) ·
'SR-714 East of Fla. Tpke.' (1) ·
'US-441 and SR-76 ' (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 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.