Drilldown: bridge data
From Indian River Lagoon Project
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- Event (169)
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- 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.
'Bear Wildlife Crossing ' (1) ·
'Canal - D ' (1) ·
'Cougar Wildlife Crossing' (1) ·
'JOANN CANAL ' (1) ·
'Lake Worth Lagoon ' (1) ·
'LATERAL A CANAL ' (1) ·
'Platt Ranch Access Road ' (1) ·
'SEBASTIAN RIVER PRONG ' (1) ·
'SR 91 TPK ' (1) ·
'SR-713 (King Hwy) ' (1) ·
'St. Johns River ' (1) ·
'Yacht Club Cut ' (1)
'61ST./PECAN GROVE ' (1) ·
'CR-505 ROSELAND RD' (1) ·
'CR-508 (69TH ST.) ' (1) ·
'DNLD RS RD E 112.2' (1) ·
'DNLD RS RD W 112.2' (1) ·
'Fifth Street ' (1) ·
'NB SR-9 (I-95) ' (1) ·
'SB SR-9 (I-95) ' (1) ·
'SR 400 EB ' (1) ·
'SR 400 WB ' (1) ·
'SR A1A ' (1) ·
'SR-50 EB ' (1) ·
'SR-50 WB ' (1) ·
'St. Johns Heritage' (1) ·
'US-98 (SR-80) ' (1)
700013 (1) ·
700107 (1) ·
704190 (1) ·
790203 (1) ·
790204 (1) ·
790247 (1) ·
795701 (1) ·
884019 (1) ·
884027 (1) ·
884038 (1) ·
884039 (1) ·
930381 (1) ·
930402 (1) ·
930419 (1) ·
930547 (1) ·
940162 (1) ·
940163 (1)
'0.1mi E of Riverside Dr ' (1) ·
'0.2 mi E of SR5 on SRA1A ' (1) ·
'1.1MI Wof CR-615(66th St)' (1) ·
'1.5mi N of SR-68 ' (1) ·
'1.7MI N OF CR-512 ' (1) ·
'2.9 Miles South of US-192' (1) ·
'3 MI NORTH OF PGA BLVD ' (1) ·
'4 miles west of SR 7 ' (1) ·
'AT CR-615 (66TH AVE.) ' (1) ·
'CR-615 (66TH AVE.) ' (1) ·
'I-4 WB over Bear Crossing' (1) ·
'N.OF PGA BLVD S.JUPITER ' (1) ·
'SR 400 EB - Bear Crossing' (1) ·
'SR 400 EB - Cougar Crossi' (1) ·
'SR-50 EB -St Johns River ' (1) ·
'SR-50 WB -St Johns River ' (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) ·
No noticeable or noteworthy deficiencies which affect the condition of the channel. (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 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 17 results in range #1 to #17.