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.
ObjectID:
'CANAL ' (1) ·
'Canal - D ' (1) ·
'Canal No. 1 (Rim Canal) ' (1) ·
'CPB20 CANAL ' (1) ·
'Creek ' (1) ·
'Groover Creek ' (1) ·
'Halifax River IWW ' (1) ·
'ITCWD CANAL #1 ' (1) ·
'ITCWD CANAL #2 ' (1) ·
'ITCWD CANAL 3 ' (1) ·
'LWDD E-1 CANAL ' (1) ·
'M-1 CANAL ' (1) ·
'M-2 CANAL ' (1) ·
'Middle Haw Creek ' (1) ·
'Misner Branch ' (1) ·
'Misner Creek ' (1) ·
'PAHOKEE DRAIN CANAL M-2 ' (1) ·
'RELIEF CANAL ' (1) ·
'S. R. 7 & Return Ramps ' (1) ·
'SFC CANAL NO 1 ' (1) ·
'SR-40 ' (1) ·
'Tomoka River ' (1) ·
'Trib to Groover Creek ' (1) ·
'West Palm Beach Canal ' (1)
'BOBWHITE ROAD ' (1) ·
'CRESTWOOD BLVD ' (1) ·
'CRESTWOOD BLVD. ' (1) ·
'CRESTWOOD BLVD. N ' (1) ·
'GOLDFINCH LANE ' (1) ·
'GRANDVIEW WAY ' (1) ·
'HATTON HIGHWAY ' (1) ·
'I-95 ' (1) ·
'I-95 NB ' (1) ·
'I-95 SB ' (1) ·
'LA MANCHA AVE. ' (1) ·
'MADRID STREET ' (1) ·
'Main Trail ' (1) ·
'McClure Road ' (1) ·
'NB US-441 (SR-7) ' (1) ·
'OKEECHOBEE BLVD. ' (1) ·
'OKEECHOBEE RD WB ' (1) ·
'OKEECHOBEE RD. EB ' (1) ·
'PIONEER ROAD ' (1) ·
'PONCE DE LEON ST ' (1) ·
'RAVEN COURT ' (1) ·
'ROYAL PALM BCH BLV' (1) ·
'ROYAL PLM BH BL NB' (1) ·
'ROYAL PLM BH BL SB' (1) ·
'SB US-441 (SR-7) ' (1) ·
'SPARROW DRIVE ' (1) ·
'SR 80/Southern Bld' (1) ·
'SR-40 ' (1) ·
'SR-40 EB ' (1) ·
'SR-40 WB ' (1) ·
'Tymber Creek Road ' (1) ·
'US-1 ' (1) ·
'US-1 NB ' (1) ·
'US-1 SB ' (1) ·
'US-98 (SR-80) ' (1) ·
'W LAKE RD CR-717 ' (1)
Number 008:
Location 009:
Latitude 016:
Longitude 017:
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 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) ·
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 not over waterway. (1) ·
Countermeasures have been installed to mitigate an existing problem with scour and to reduce the risk of bridge failure during a flood event. Instructions contained in a plan of action have been implemented to reduce the risk to users from a bridge failure during or immediately after a flood event. (1)
1000 (1) ·
1041 (1) ·
114510 (1) ·
11972 (1) ·
122864 (1) ·
12492 (1) ·
1350 (1) ·
1728 (1) ·
1735 (1) ·
24724 (1) ·
26459 (1) ·
265 (1) ·
30362 (1) ·
33486 (1) ·
4320 (1) ·
43809 (1) ·
485 (1) ·
51182 (1) ·
511825 (1) ·
55520 (1) ·
56821 (1) ·
59858 (1) ·
600 (1) ·
694 (1) ·
7008 (1) ·
720 (1) ·
87618 (1) ·
963 (1)
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