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.
'Blue Heron Blvd. ' (1) ·
'CR-708 ' (1) ·
'CR708 125.4 ' (1) ·
'CR708 SE BRIDGE RD' (1) ·
'E/B S.R. 704 ' (1) ·
'EB Okee. Blvd. ' (1) ·
'EB Blue Heron Blvd' (1) ·
'EB SR 704 ' (1) ·
'SR-76 ' (1) ·
'SR-76 (Kanner Hwy)' (1) ·
'SR-76(Kanner Hwy )' (1) ·
'W/B S.R. 704 ' (1) ·
'WB Okee. Blvd. ' (1) ·
'WB Blue Heron Blvd' (1)
890048 (1) ·
890107 (1) ·
890119 (1) ·
890126 (1) ·
890127 (1) ·
890141 (1) ·
890142 (1) ·
894064 (1) ·
930183 (1) ·
930210 (1) ·
930417 (1) ·
930418 (1) ·
930467 (1) ·
930468 (1) ·
930506 (1) ·
930507 (1) ·
930523 (1)
'.25 mi East of I-95 ' (1) ·
'.25mi W OF I-95 ' (1) ·
'.7mi. E of Congress Ave. ' (1) ·
'0.1 MILE WEST OF I-95 ' (1) ·
'0.6mi East of Congress Av' (1) ·
'0.9 M E OF US-1 ON CR-708' (1) ·
'1 Mile East of I-95 ' (1) ·
'1.5mi East of Indiantown' (1) ·
'1.7 Miles West of I-95 ' (1) ·
'3 MI. east of SR-710 ' (1) ·
'Between SRA1A&SR80 Cswys.' (1) ·
'By Indian Grove Dr. ' (1) ·
'SR-704 Over SR-91 ' (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)
Deterioration or initial disintegration, minor chloride contamination, cracking with some leaching, or spalls on concrete or masonry walls and slabs. Local minor scouring at curtain walls, wingwalls or pipes. Metal culverts have a smooth curvature, non-symmetrical shape, significant corrosion or moderate pitting. (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 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.
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