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.
'Boynton Canal C-16 ' (1) ·
'C-18 Canal ' (1) ·
'Canal L-14 ' (1) ·
'CSX RR ' (1) ·
'FIVE MILE CREEK ' (1) ·
'FLORIDA TURNPIKE ' (1) ·
'I 95 SR 9 ' (1) ·
'Intracoastal Waterway ' (1) ·
'Military Trail ' (1) ·
'Moore's Creek ' (1) ·
'SB I-95 To EB 706 ' (1) ·
'SR-706 Indiantown Rd. ' (1) ·
'SR-91 (FL TURNPIKE) ' (1) ·
'SR786 I95 I95 Ramps ' (1)
'Central Blvd ' (1) ·
'Congress Ave. ' (1) ·
'CR611B(EDWARDS RD)' (1) ·
'E Gateway Blvd ' (1) ·
'I 95 SR 9 ' (1) ·
'NB I 95 SR9 ' (1) ·
'NB I 95 SR 9 ' (1) ·
'NORTHLAKE BLVD(EB)' (1) ·
'NORTHLAKE BLVD(WB)' (1) ·
'SB I 95 SR 9 ' (1) ·
'SR786 WB to SB I95' (1) ·
'ST LUCIE W BLVD WB' (1) ·
'US-1 (SR-5) ' (1) ·
'WB 706 To SB I-95 ' (1) ·
'WB PGA Blvd. ' (1)
930163 (1) ·
930287 (1) ·
930349 (1) ·
930372 (1) ·
930376 (1) ·
930378 (1) ·
930379 (1) ·
930386 (1) ·
930387 (1) ·
930388 (1) ·
930433 (1) ·
934148 (1) ·
934149 (1) ·
940070 (1) ·
940151 (1) ·
949901 (1)
'0.1MI W OF BAYSHORE BLVD.' (1) ·
'0.25 mile North of SR 786' (1) ·
'0.3 mile South of SR 706 ' (1) ·
'0.5Mi South of 6th Ave S ' (1) ·
'0.7 mile North of SR 804 ' (1) ·
'1 mile North of SR 786 ' (1) ·
'1 mile North of SR-70 ' (1) ·
'1.5 mile North of SR 804 ' (1) ·
'1.5MI W OF MILITARY TRAIL' (1) ·
'1000'W of SR5 & E ofSR811' (1) ·
'1MI E of MCNEIL ROAD ' (1) ·
'I 95 SR 706 interchange ' (1) ·
'I 95 SR 786 Interchange ' (1) ·
'Jupiter Interchange/I-95 ' (1) ·
'South of Ramp to SR 706 ' (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 16 results in range #1 to #16.