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.
'14TH STREET CANAL ' (1) ·
'C-51 Canal ' (1) ·
'Canal ' (1) ·
'CSX RAILROAD ' (1) ·
'E-1 CANAL ' (1) ·
'INTRACOASTAL WATERWAY ' (1) ·
'JOANN CANAL ' (1) ·
'LATERAL A CANAL ' (1) ·
'LWDD CANAL E-3 ' (1) ·
'LWDD E-1 CANAL ' (1) ·
'LWDD L-2 Canal ' (1) ·
'LWDD LATERAL 14 CANAL ' (1) ·
'MAIN CANAL ' (1) ·
'RELIEF CANAL ' (1) ·
'Rockledge Creek ' (1) ·
'Sebastian Canal East ' (1) ·
'Sebastian Canal West ' (1) ·
'Sweetwater Creek ' (1) ·
'TEN MILE CREEK ' (1) ·
'Turkey Creek ' (1) ·
'Turnbull Creek (East) ' (1) ·
'Turnbull Creek (West) ' (1)
'53RD STREET ' (1) ·
'COUNTRY CLUB DRIVE' (1) ·
'CR-508 (69TH ST.) ' (1) ·
'CR-603-IND RIV BLV' (1) ·
'CR-619 82ND AVE. ' (1) ·
'FLORIDA MANGO RD ' (1) ·
'GORDY ROAD ' (1) ·
'GUN CLUB RD ' (1) ·
'Haverhill Rd ' (1) ·
'LAKERIDGE BLVD ' (1) ·
'LYONS ROAD ' (1) ·
'Old Samsula Dr ' (1) ·
'PALMETTO PARK RD. ' (1) ·
'PALMETTO PARK ROAD' (1) ·
'PLM BEACH LAKES BL' (1) ·
'Tomoka Farms Rd ' (1) ·
'Tucker Lane ' (1) ·
'Volco Road ' (1) ·
'Wilden Road ' (1)
704085 (1) ·
704086 (1) ·
704093 (1) ·
704094 (1) ·
794019 (1) ·
794020 (1) ·
794131 (1) ·
794133 (1) ·
880020 (1) ·
884027 (1) ·
884036 (1) ·
884053 (1) ·
884054 (1) ·
934203 (1) ·
934254 (1) ·
934295 (1) ·
934313 (1) ·
934908 (1) ·
934924 (1) ·
934927 (1) ·
937709 (1) ·
944010 (1)
'.15 mi W of Fleming Grant' (1) ·
'0.1 Mi North of Taylor Rd' (1) ·
'0.1 mi W of Fleming Grant' (1) ·
'0.1MI W OF DIXIE HIGHWAY ' (1) ·
'0.2MI E OF US-441 (SR-7) ' (1) ·
'0.3 mi North of Taylor Rd' (1) ·
'0.5MI S OF OKEECHOBEE BLV' (1) ·
'0.8 MILE EAST OF US-1 ' (1) ·
'0.8MI N OF LANTANA ROAD ' (1) ·
'0.8MI SOUTH OF SR-70 ' (1) ·
'1.1MI N OF SR-60 ' (1) ·
'1.1MI Wof CR-615(66th St)' (1) ·
'1.2 miles South of SR-520' (1) ·
'1.4MI NORTH OF US-1 ' (1) ·
'1MI W OF SR 809 ' (1) ·
'2.5 Miles South of SR-520' (1) ·
'3.0 Miles West of US-1 ' (1) ·
'3.3 Miles West of US-1 ' (1) ·
'50FT. S OF 30TH STREET ' (1) ·
'AT CR-615 (66TH AVE.) ' (1) ·
'PALMETTO PK RD US-441 SR7' (1) ·
'S of Southrn/Haverhll Int' (1)
26205893 (1) ·
26210242 (1) ·
26235178 (1) ·
26360809 (1) ·
26402673 (1) ·
26403896 (1) ·
26415450 (1) ·
26432857 (1) ·
27241068 (1) ·
27373700 (1) ·
27385877 (1) ·
27392653 (1) ·
27412374 (1) ·
27431010 (1) ·
27512287 (1) ·
27512302 (1) ·
28194733 (1) ·
28204430 (1) ·
28543436 (1) ·
28544228 (1) ·
29051124 (1) ·
29051568 (1)
80032393 (1) ·
80043210 (1) ·
80044280 (1) ·
80071317 (1) ·
80074219 (1) ·
80112200 (1) ·
80120027 (1) ·
80121038 (1) ·
80224294 (1) ·
80232401 (1) ·
80235669 (1) ·
80274529 (1) ·
80285095 (1) ·
80294391 (1) ·
80312618 (1) ·
80312721 (1) ·
80463221 (1) ·
80470960 (1) ·
80543046 (1) ·
80544759 (1) ·
81040663 (1) ·
81042872 (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)
Moderate to major deterioration or disintegration, extensive cracking and leaching or spalls on concrete or masonry walls and slabs. Minor settlement or misalignment. Noticeable scouring or erosion at curtain walls, wingwalls or pipes. Metal culverts have significant distortion and deflection in one section, significant corrosion or deep 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) ·
Bridge with "unknown" foundation that has not been evaluated for scour. Until risk can be determined, a plan of action should be developed and implemented to reduce the risk to users from abridge failure during and immediately after a flood event. (1)
Showing below up to 22 results in range #1 to #22.
View (previous 250 | next 250) (20 | 50 | 100 | 250 | 500)