Drilldown: bridge data
From Indian River Lagoon Project
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- Event (169)
- News Link (111)
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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.
'C-17 Canal ' (1) ·
'C-18 CANAL ' (1) ·
'DRAINAGE CANAL ' (1) ·
'FEC Railroad ' (1) ·
'FL. TPK. SR-91 ' (1) ·
'INTRACOASTAL WATERWAY ' (1) ·
'Loxahatchee Slough ' (1) ·
'MOORES CREEK ' (1) ·
'SR 811 & FEC RR ' (1) ·
'SR786 I95 I95 Ramps ' (1) ·
'St. Lucie Canal/SR-76 ' (1) ·
'St. Lucie River ' (1) ·
'WARNER CREEK ' (1)
'CR-707 (BEACH RD) ' (1) ·
'CR-707(Citrus Ave)' (1) ·
'DIXIE HIGHWAY ' (1) ·
'EB PGA Blvd. ' (1) ·
'EB SR 786 ' (1) ·
'EB SR-710 ' (1) ·
'INDIAN RIVER DRIVE' (1) ·
'PGA Blvd (SR786) ' (1) ·
'PGA Blvd. (SR 786)' (1) ·
'SR 707 (Dixie Hwy)' (1) ·
'SR 710 ' (1) ·
'SR-710 ' (1) ·
'SR-710 Beeline Hwy' (1) ·
'SR-710 EB ' (1) ·
'SR-710 WB ' (1) ·
'SR-786(PGA BLVD) ' (1) ·
'SR786 WB to SB I95' (1) ·
'WB PGA Blvd. ' (1) ·
'WB SR 786 ' (1) ·
'WB SR-710 ' (1)
890003 (1) ·
890090 (1) ·
890106 (1) ·
890113 (1) ·
890161 (1) ·
890162 (1) ·
930056 (1) ·
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930120 (1) ·
930121 (1) ·
930265 (1) ·
930344 (1) ·
930349 (1) ·
930356 (1) ·
930362 (1) ·
930388 (1) ·
930491 (1) ·
930492 (1) ·
930534 (1) ·
930535 (1) ·
930536 (1) ·
930557 (1) ·
940020 (1) ·
940047 (1)
'.5mi W. of N. Lake Blvd. ' (1) ·
'0.1MI S of SEAWAY DR A1A ' (1) ·
'0.25mi. east of I-95 ' (1) ·
'0.3MI E OF US-1 (SR-5) ' (1) ·
'0.5mi East of SR-786 ' (1) ·
'1.2Mi. E of Savannah Rd. ' (1) ·
'1.61mi east of PGA&SR710 ' (1) ·
'1/4Mi W of New Roosevelt ' (1) ·
'1000'W of SR5 & E ofSR811' (1) ·
'1st overpass east of I-95' (1) ·
'2 miles East of SR-786 ' (1) ·
'2 miles East of SR786 ' (1) ·
'2.1 Miles E of CR-609 ' (1) ·
'2.1 Miles East of CR-609 ' (1) ·
'3 Miles West of SR-786 ' (1) ·
'5.8 Miles West of SR-76 ' (1) ·
'8.9 miles west of SR-76 ' (1) ·
'Citrus Ave/FEC RR ' (1) ·
'I 95 SR 786 Interchange ' (1) ·
'PGA Blvd 2.3mi. W of TPK.' (1) ·
'Tpk/PGA Blvd interchange ' (1)
26461200 (1) ·
26484490 (1) ·
26492016 (1) ·
26492039 (1) ·
26500886 (1) ·
26502106 (1) ·
26502431 (1) ·
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26521995 (1) ·
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26570930 (1) ·
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27052013 (1) ·
27121243 (1) ·
27132086 (1) ·
27263922 (1) ·
27270481 (1)
80035722 (1) ·
80040100 (1) ·
80044370 (1) ·
80053100 (1) ·
80054200 (1) ·
80054600 (1) ·
80060970 (1) ·
80074689 (1) ·
80092239 (1) ·
80095948 (1) ·
80101483 (1) ·
80101580 (1) ·
80102860 (1) ·
80112928 (1) ·
80135221 (1) ·
80144324 (1) ·
80144509 (1) ·
80154065 (1) ·
80192498 (1) ·
80192646 (1) ·
80271724 (1) ·
80271798 (1) ·
80315267 (1) ·
80341739 (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) ·
No noticeable or noteworthy deficiencies which affect the condition of the channel. (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) ·
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 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 24 results in range #1 to #24.
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