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.
'AUSTRALIAN AVE NB ' (1) ·
'AUSTRALIAN AVE SB ' (1) ·
'Clint Moore Road ' (1) ·
'Hypoluxo Rd ' (1) ·
'SR 91 TPK 120.25 ' (1) ·
'SR-60 ' (1) ·
'SR-76 ' (1) ·
'SR91 N/S TPK 117.5' (1) ·
'SR91 N/S TPK 119.1' (1) ·
'SR91 N/S TPK 123.9' (1) ·
'SR91 N/S TPK 124.6' (1) ·
'SR91 N/S TPK 125.2' (1) ·
'SR91 N/S TPK 125.9' (1) ·
'SR91 N/S TPK 126.5' (1) ·
'SR91 N/S TPK 127.3' (1) ·
'SR91 N/S TPK 127.9' (1) ·
'SR91 TPK 134.1 ' (1) ·
'U.S.-1 (SR-5) ' (1) ·
'US-98 (SR-80) ' (1)
880087 (1) ·
890048 (1) ·
890067 (1) ·
890073 (1) ·
890074 (1) ·
890075 (1) ·
890076 (1) ·
890077 (1) ·
890078 (1) ·
890079 (1) ·
890082 (1) ·
890084 (1) ·
930053 (1) ·
930202 (1) ·
930241 (1) ·
930470 (1) ·
934278 (1) ·
934367 (1) ·
937703 (1)
'.25m W of US-1 on US-98 ' (1) ·
'0.2 MI S OF MARTIN CO LIN' (1) ·
'0.25MI SOUTH OF SR-708 ' (1) ·
'0.3MI S OF 45TH STREET ' (1) ·
'0.45MI NORTH OF SR-708 ' (1) ·
'0.51MI SOUTH OF SR-714 ' (1) ·
'0.6Mi. W of SR-A1A ' (1) ·
'0.9MI SOUTH OF SR-708 ' (1) ·
'1 mile N of SR 794 Yamato' (1) ·
'1.0MI NORTH OF SR-708 ' (1) ·
'1.2 Mi. East of Lyons Rd.' (1) ·
'1.3 MI N OF PLM BCH CO LI' (1) ·
'1.8MI NORTH OF SR-708 ' (1) ·
'2.2 MI SOUTH OF SR-76 ' (1) ·
'2.5MI NORTH OF CO LINE ' (1) ·
'6 MI N OF PLM BEACH CO LI' (1) ·
'By Indian Grove Dr. ' (1) ·
'Port of Palm Beach ' (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)
Bridge foundations (including piles) on dry land well above flood water elevations. (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 19 results in range #1 to #19.
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