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.
'Belcher Canal (C-25) ' (1) ·
'DRAINAGE CANAL ' (1) ·
'F.P.F.W.C.D. Canal No. 1' (1) ·
'HAULOVER CANAL ' (1) ·
'I-4 ' (1) ·
'Indian River ' (1) ·
'Indian River Relief ' (1) ·
'Intracoastal Waterway ' (1) ·
'LWDD E-3 CANAL ' (1) ·
'LWDD L-14 Cnl ' (1) ·
'Mercer Ave and CSX RR ' (1) ·
'Ramps A&G/BelvedereRd/RR' (1) ·
INDIAN RIVER (1)
'10TH AVE NORTH ' (1) ·
'COURTENAY PARKWAY ' (1) ·
'Haverhill Rd ' (1) ·
'I-4 EB Ramp A ' (1) ·
'Kings Highway ' (1) ·
'SB I 95 Off Ramp ' (1) ·
'SB I-95 to PBIA ' (1) ·
'SR-510 Wabasso Rd ' (1) ·
'SR-510(Wabasso Rd)' (1) ·
'SR-713 (Kings Hwy)' (1) ·
'SR510 Wabasso Road' (1) ·
'US27 SR-25 & 80 ' (1) ·
NASA CAUSEWAY EB (1) ·
NASA CAUSEWAY WB (1)
703001 (1) ·
703002 (1) ·
703004 (1) ·
790208 (1) ·
880050 (1) ·
880051 (1) ·
880052 (1) ·
880053 (1) ·
930054 (1) ·
930481 (1) ·
930494 (1) ·
934348 (1) ·
934359 (1) ·
940007 (1) ·
940143 (1)
'.5mi So. of St Lucie Blvd' (1) ·
'0.4MI S of Melaleuca Ln ' (1) ·
'0.5Mi East of US-1 ' (1) ·
'0.7Mi East of US-1 ' (1) ·
'0.9MI W OF MILITARY TRAIL' (1) ·
'1.2MI East of US-1 ' (1) ·
'1.4MI E OF US-1 ' (1) ·
'1.5mi. N of SR-68 ' (1) ·
'2.35MI E OF HENDRY CO LIN' (1) ·
'8.6 MILES SOUTH OF US 1 ' (1) ·
'I-4 EB Ramp A to US-92 ' (1) ·
'PBIA/I-95 Interchange ' (1) ·
'SB Ramp to WPB Airport ' (1) ·
KENNEDY SPACE CENTER (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) ·
N/A (1)
None (1) ·
N/A (1) ·
Shrinkage cracks, light scaling and insignificant spalling which does not expose reinforcing steel. Insignificant damage caused by drift with no misalignment and not requiring corrective action. Some minor scouring has occured near curtain walls, wingwalls or pipes. Metal culverts have a smooth symmetrical curvature with superficial corrosion and no pitting. (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 assessed or calculated scour conditions; field review indicates action is required to protect exposed foundations (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 15 results in range #1 to #15.