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.
'Banana River ' (1) ·
'Canal 29 (5 mile creek) ' (1) ·
'I-4 ' (1) ·
'Lake Gertie ' (1) ·
'Lateral "B" Canal ' (1) ·
'Lateral B Canal ' (1) ·
'LWDD E3 Canal ' (1) ·
'Mercer Ave./CSX RR/Canal' (1) ·
'SR 811 & FEC RR ' (1) ·
'St Johns River Relief ' (1) ·
'ST LUCIE CANAL ' (1) ·
'US-17-92-St Johns River ' (1) ·
Horse Creek (1)
'1st St SW ' (1) ·
'5th Street ' (1) ·
'Belvede to NB I-95' (1) ·
'CR-612 8th Street ' (1) ·
'CR-92 EB ' (1) ·
'EB SR 786 ' (1) ·
'Enterprise Rd. ' (1) ·
'I-4 EB ' (1) ·
'SR 68 (Orange Ave)' (1) ·
'SR-415 ' (1) ·
'SR-520 ' (1) ·
'SR-91 TPK NB 131.0' (1) ·
'WB SR 786 ' (1) ·
'Woolbright Road ' (1) ·
US-1 (1)
700206 (1) ·
700208 (1) ·
790191 (1) ·
790197 (1) ·
790198 (1) ·
794186 (1) ·
884069 (1) ·
884072 (1) ·
884073 (1) ·
891000 (1) ·
930485 (1) ·
930491 (1) ·
930492 (1) ·
934989 (1) ·
940152 (1)
'0.4 Mile West of US 17-92' (1) ·
'0.5 MI. W of Military Tr ' (1) ·
'1 mi. east I-95 on SR 68 ' (1) ·
'1st overpass east of I-95' (1) ·
'20ft. E of 58th Ave/CR613' (1) ·
'3.7 MI S. OF STUART INT. ' (1) ·
'30ft. E of 58th Ave/CR613' (1) ·
'At 58th Ave ' (1) ·
'Enterprise Rd. Over I-4 ' (1) ·
'I-4EB-US-17-92 St Johns R' (1) ·
'North of Belvedere Rd ' (1) ·
'SR-415 - St Johns Relief ' (1) ·
'SR-520 - Banana River ' (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) ·
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 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 15 results in range #1 to #15.
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