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.
'Boynton Canal C16 ' (1) ·
'Frazier Creek ' (1) ·
'Hidden Valley Canal C15 ' (1) ·
'MAIN CANAL VERO BEACH ' (1) ·
'North Relief Canal ' (1) ·
'Spruce Creek ' (1) ·
'Spruce Creek N Relief ' (1) ·
'Spruce Creek N. Relief ' (1) ·
'Spruce Creek S. Relief ' (1) ·
'SR-404 ' (1) ·
'SR-710 ' (1) ·
'St Lucie River / SR-707 ' (1) ·
'St. Lucie River/SR-707 ' (1) ·
'Taylor Creek(C-25 Canal)' (1) ·
Horse Creek (1)
700075 (1) ·
700141 (1) ·
700206 (1) ·
790155 (1) ·
790156 (1) ·
790157 (1) ·
790158 (1) ·
790159 (1) ·
790160 (1) ·
880004 (1) ·
880029 (1) ·
880085 (1) ·
890002 (1) ·
890151 (1) ·
890152 (1) ·
930001 (1) ·
930006 (1) ·
930470 (1) ·
940009 (1)
'0.7 Mi N of Boynton Bch ' (1) ·
'0.75 Mile North of SR-60 ' (1) ·
'1.25mi N of SR-68 ' (1) ·
'1mi S of SR-707 on SR-5 ' (1) ·
'3.75 Miles North of SR-60' (1) ·
'No. City Line Boca Raton ' (1) ·
'Port of Palm Beach ' (1) ·
'SR-5 S of Roosevelt BR ' (1) ·
'US-1 NB - Spruce Cr. S. ' (1) ·
'US-1 NB - Spruce Creek ' (1) ·
'US-1 NB - SR-404 ' (1) ·
'US-1 SB - Spruce Creek ' (1) ·
'US-1 SB - SR-404 ' (1) ·
'US-1 SB-Spruce Creek ' (1) ·
'US-1SB - Spruce Cr. S. ' (1) ·
US-1 over Horse Creek (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 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 assessed or calculated scour condition. Scour is determined to be within the limits of footing or piles by assessment, 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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