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.
'B-19 Canal / Trib 1 ' (1) ·
'C-37 Canal ' (1) ·
'Canal ' (1) ·
'DITCH NO. 34 ' (1) ·
'DITCH NO. 46 ' (1) ·
'Indian River ' (1) ·
'Lateral C Canal ' (1) ·
'MOORES CREEK ' (1) ·
'N Fork Loxahatchee River' (1) ·
'NORTH RELIEF CANAL ' (1) ·
'Rio Mar Bay ' (1) ·
'Samsula Canal ' (1) ·
'South Relief Canal ' (1) ·
'Spruce Creek ' (1)
'5th Street SW ' (1) ·
'Bay Drive ' (1) ·
'CR-4009 ' (1) ·
'CR-510 WABASSO RD ' (1) ·
'CR-512 ' (1) ·
'CR-611 (43 AVE) ' (1) ·
'CR-615 (66TH AVE) ' (1) ·
'CR605 Old Dixie ' (1) ·
'Esplanade Avenue ' (1) ·
'Island Drive ' (1) ·
'Jupiter Boulevard ' (1) ·
'NORTH 2ND STREET ' (1) ·
'River Drive ' (1) ·
'SR-406 ' (1) ·
'SR-44 ' (1) ·
'TEQUESTA DRIVE ' (1) ·
'US-1 (SR-5) ' (1)
700227 (1) ·
705923 (1) ·
790039 (1) ·
794193 (1) ·
796413 (1) ·
880006 (1) ·
880041 (1) ·
880042 (1) ·
880045 (1) ·
880047 (1) ·
880089 (1) ·
884085 (1) ·
884086 (1) ·
885811 (1) ·
885812 (1) ·
936656 (1) ·
936776 (1) ·
945000 (1)
'.1 Mile W of US-A1A ' (1) ·
'0.1 Mile West of A1A ' (1) ·
'0.2 MI N OF ORANGE AVE. ' (1) ·
'0.6MI N OF CR-606 ' (1) ·
'1 MI N OF SR-60 ' (1) ·
'1 Mi So. of SR-421 ' (1) ·
'1.2MI. W of US-1 ' (1) ·
'1.3 Mi. North of CR-606 ' (1) ·
'1.6 Mi E of SR-415 ' (1) ·
'100Ft. South of Bay Drive' (1) ·
'2.7 Miles South of SR-60 ' (1) ·
'200FT N/O Cap Diville Ave' (1) ·
'3.7 MILES NORTH OF SR-60 ' (1) ·
'3MI W OF CR-615 ' (1) ·
'5th St. SW at CR-611 ' (1) ·
'At Minton Rd. Intersectn ' (1) ·
'SR-406 over Indian River ' (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) ·
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)
Showing below up to 18 results in range #1 to #18.