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.
'Drainage Canal ' (1) ·
'EARMAN RIVER CANAL C-17 ' (1) ·
'FLORIDA TURNPIKE ' (1) ·
'Golf Cart Underpass ' (1) ·
'Kyoto Gardens Dr ' (1) ·
'L-8 CANAL ' (1) ·
'LAKE CLARKE CHANNEL ' (1) ·
'LWDD CANAL L-9 ' (1) ·
'LWDD L-7 CANAL ' (1) ·
'RCA CANAL ' (1) ·
'RCA Center Dr & FEC R/R ' (1) ·
'RELIEF CANAL ' (1) ·
'RETENTION POND ' (1) ·
'SR 811 & FEC RR ' (1) ·
'SR 91 TPK ' (1) ·
'SR 91 TPK (PGA BV INT) ' (1) ·
'Thompson River ' (1)
'ALLAMANDA BLVD. ' (1) ·
'Central Blvd. ' (1) ·
'DNLD RS RD E 112.2' (1) ·
'DNLD RS RD W 112.2' (1) ·
'DYER PARK ROAD ' (1) ·
'EB SR 786 ' (1) ·
'HOLLY DRIVE ' (1) ·
'HOOD RD 110.944 ' (1) ·
'LARCH AVE ' (1) ·
'LIGHTHOUSE DRIVE ' (1) ·
'MAC ARTHUR BLVD ' (1) ·
'MEDITERRANEAN RD ' (1) ·
'Military Trail ' (1) ·
'NORTHLAKE BLVD(EB)' (1) ·
'NORTHLAKE BLVD(WB)' (1) ·
'PINETREE LANE ' (1) ·
'PROS. FARMS ROAD ' (1) ·
'SR 811 to SB I 95 ' (1) ·
'SR 811 to SB I-95 ' (1) ·
'SR-710 ' (1) ·
'SR91 NB TPK 109.5 ' (1) ·
'WB SR 786 ' (1) ·
'WEST LAKE DRIVE ' (1)
930121 (1) ·
930381 (1) ·
930419 (1) ·
930441 (1) ·
930491 (1) ·
930492 (1) ·
930493 (1) ·
930526 (1) ·
931013 (1) ·
934138 (1) ·
934139 (1) ·
934140 (1) ·
934148 (1) ·
934149 (1) ·
934175 (1) ·
936261 (1) ·
936262 (1) ·
936263 (1) ·
936264 (1) ·
937000 (1) ·
937001 (1) ·
937002 (1) ·
937003 (1) ·
937007 (1)
'0.04MI S OF FOREST HILL ' (1) ·
'0.1 MI S of LIGHTHOUSE DR' (1) ·
'0.10 MI S of BURNS ROAD ' (1) ·
'0.1MI W of HAVERHILL RD. ' (1) ·
'0.1MI W OF MILITARY TRAIL' (1) ·
'0.3M W of ALT A1A(SR-811)' (1) ·
'0.3Mi W of Alt-A1A/SR-811' (1) ·
'0.5 MI S of FOREST HILL ' (1) ·
'0.5mi East of SR-786 ' (1) ·
'0.7 mi south of PGA Blvd.' (1) ·
'0.95 MI N of PGA Blvd. ' (1) ·
'1 MI S OF FOREST HILL BVD' (1) ·
'1.5MI W OF MILITARY TRAIL' (1) ·
'1.7 MI S OF FOREST HILL ' (1) ·
'1.8 MI N OF PGA BLV/SR786' (1) ·
'1st overpass east of I-95' (1) ·
'3 MI NORTH OF PGA BLVD ' (1) ·
'N.OF PGA BLVD S.JUPITER ' (1) ·
'NW quad SR811/786 intchge' (1) ·
'Palm Beach Garden Interch' (1) ·
'S SIDE OF RCA/MONET ROAD ' (1)
26375624 (1) ·
26382116 (1) ·
26384803 (1) ·
26391471 (1) ·
26470845 (1) ·
26483417 (1) ·
26483495 (1) ·
26490130 (1) ·
26490539 (1) ·
26492346 (1) ·
26494457 (1) ·
26494723 (1) ·
26500886 (1) ·
26500997 (1) ·
26501410 (1) ·
26503600 (1) ·
26503846 (1) ·
26503900 (1) ·
26504600 (1) ·
26504915 (1) ·
26510969 (1) ·
26515528 (1) ·
26525829 (1) ·
26525885 (1)
80042035 (1) ·
80042050 (1) ·
80043055 (1) ·
80043118 (1) ·
80043232 (1) ·
80043826 (1) ·
80051210 (1) ·
80052354 (1) ·
80053044 (1) ·
80054200 (1) ·
80054600 (1) ·
80054615 (1) ·
80061936 (1) ·
80062177 (1) ·
80070800 (1) ·
80071351 (1) ·
80074430 (1) ·
80074716 (1) ·
80075174 (1) ·
80075197 (1) ·
80075215 (1) ·
80075217 (1) ·
80112928 (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)
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) ·
No noticeable or noteworthy deficiencies which affect the condition of the culvert. Insignificant scrape marks caused by drift. (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 24 results in range #1 to #24.
View (previous 250 | next 250) (20 | 50 | 100 | 250 | 500)