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.
'Bear Wildlife Crossing ' (1) ·
'C-44 Intake Canal ' (1) ·
'C-54 Canal ' (1) ·
'Cougar Wildlife Crossing' (1) ·
'CYPRESS CREEK #2 ' (1) ·
'Deer WIldlife Crossing ' (1) ·
'Fellsmere Canal ' (1) ·
'I-4 ' (1) ·
'Lake Worth Lagoon ' (1) ·
'Lateral B Canal ' (1) ·
'Platt Ranch Access Road ' (1) ·
'Spruce Creek ' (1) ·
'SR-421 ' (1) ·
'SR-713 (King Hwy) ' (1) ·
Fellsmere Canal (1)
700231 (1) ·
700232 (1) ·
700237 (1) ·
700238 (1) ·
704190 (1) ·
790203 (1) ·
790204 (1) ·
790206 (1) ·
790208 (1) ·
790227 (1) ·
790229 (1) ·
790247 (1) ·
884105 (1) ·
890079 (1) ·
894057 (1) ·
930547 (1) ·
940162 (1) ·
940163 (1)
'0.2 mi E of SR5 on SRA1A ' (1) ·
'1.3 MI N OF PLM BCH CO LI' (1) ·
'1.5mi N of SR-68 ' (1) ·
'1.74 Miles E of SR-710 ' (1) ·
'2.9 Miles South of US-192' (1) ·
'At CR-613 (58th Ave.) ' (1) ·
'Buffer Preserve Drive ' (1) ·
'I-4 EB Ramp A to US-92 ' (1) ·
'I-4 WB over Bear Crossing' (1) ·
'I-95 NB over Spruce Creek' (1) ·
'I-95 NB over SR-421 ' (1) ·
'Over Fellsmere Canal ' (1) ·
'SR 400 - Dear Crossing ' (1) ·
'SR 400 EB - Bear Crossing' (1) ·
'SR 400 EB - Cougar Crossi' (1) ·
Over Fellsmere Canal (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)
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 18 results in range #1 to #18.
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