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.
'Bessey Creek ' (1) ·
'C-51 Canal ' (1) ·
'C-51/WEST PALM BCH CANAL' (1) ·
'Canal C-51 ' (1) ·
'CORAL GARDENS OUTFALL ' (1) ·
'Danforth Creek ' (1) ·
'E-1 Canal ' (1) ·
'Fla. Turnpike & 2 canals' (1) ·
'S Fork St. Lucie River ' (1) ·
'SR 91 TPK (STUART INT) ' (1) ·
'SR-91 (Fl. Tpk.) ' (1) ·
'ST LUCIE CANAL ' (1)
'Berry Avenue ' (1) ·
'BIG BLUE TRACE ' (1) ·
'BINKS FOREST DRIVE' (1) ·
'EB Forest Hill Bld' (1) ·
'EB Martin Downs Bd' (1) ·
'EB SR - 714 ' (1) ·
'FLYING COW ROAD ' (1) ·
'FOREST HILL BLVD. ' (1) ·
'HURON WAY ' (1) ·
'LittleRanchesTrail' (1) ·
'NORFOLK BLVD. ' (1) ·
'OUSLEY FARMS ROAD ' (1) ·
'SR 91 TPK SB 131.0' (1) ·
'SR-714 ' (1) ·
'SR-91 TPK NB 131.0' (1) ·
'SR91 SB TPK 134.32' (1) ·
'Stribling Way ' (1) ·
'SUNSET TRAIL ' (1) ·
'SW 48th Avenue ' (1) ·
'WB Forest Hill Bld' (1) ·
'WB Martin Downs Bd' (1) ·
'WB SR - 714 ' (1)
890038 (1) ·
890066 (1) ·
890068 (1) ·
890134 (1) ·
890135 (1) ·
890143 (1) ·
890159 (1) ·
891000 (1) ·
894031 (1) ·
894047 (1) ·
894048 (1) ·
894054 (1) ·
894061 (1) ·
930514 (1) ·
934212 (1) ·
934213 (1) ·
934292 (1) ·
934293 (1) ·
934299 (1) ·
934301 (1) ·
934327 (1) ·
934349 (1) ·
935920 (1)
'0.1 Mile S of CR-714 ' (1) ·
'0.1Mi E of ONTARIO DRIVE ' (1) ·
'0.1MI. E of KANNER HWY ' (1) ·
'0.7MI WEST OF MAPP ROAD ' (1) ·
'0.8mi. N of CR-714 ' (1) ·
'1.7 mi. east of SR-7 ' (1) ·
'1.7 miles east of SR 7 ' (1) ·
'2.5 mi East of TPK Exit ' (1) ·
'3.7 MI S. OF STUART INT. ' (1) ·
'3.7MI S/O STUART INT. ' (1) ·
'AT SOUTHERN/FORESTHILINTR' (1) ·
'AT SOUTHSIDE OF SR-80 ' (1) ·
'AT SR-80 ' (1) ·
'AT US-441 (SOUTHERN BLVD)' (1) ·
'At US-441 Southern Blvd ' (1) ·
'Just E SR 7-Forest Hill ' (1) ·
'South Side of US-98 ' (1) ·
'SR-714 East of Fla. Tpk. ' (1) ·
'SR-714 East of Fla. Tpke.' (1) ·
'StriblingWay ovr E-1canal' (1) ·
'STUART TPK INTERCHANGE ' (1) ·
'Turnpike at Stuart exit. ' (1)
26380939 (1) ·
26390288 (1) ·
26390300 (1) ·
26390331 (1) ·
26405072 (1) ·
26405249 (1) ·
26405365 (1) ·
26405650 (1) ·
26405713 (1) ·
26405799 (1) ·
27070362 (1) ·
27070395 (1) ·
27085780 (1) ·
27090600 (1) ·
27092801 (1) ·
27093790 (1) ·
27094100 (1) ·
27100650 (1) ·
27101997 (1) ·
27102072 (1) ·
27102221 (1) ·
27102390 (1) ·
27103152 (1)
80102688 (1) ·
80102700 (1) ·
80121068 (1) ·
80121322 (1) ·
80134871 (1) ·
80142587 (1) ·
80142967 (1) ·
80144936 (1) ·
80153061 (1) ·
80153155 (1) ·
80154828 (1) ·
80161373 (1) ·
80161483 (1) ·
80162916 (1) ·
80162980 (1) ·
80165077 (1) ·
80170170 (1) ·
80170910 (1) ·
80172828 (1) ·
80175381 (1) ·
80180781 (1) ·
80181600 (1) ·
80190720 (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 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)
N/A (1) ·
No noticeable or noteworthy deficiencies which affect the condition of the culvert. Insignificant scrape marks caused by drift. (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)
Showing below up to 23 results in range #1 to #23.