Drilldown: bridge data
From Indian River Lagoon Project
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- Event (169)
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- Organization (18)
- Waterbody (27)
- bridge (13)
- bridge data (1468)
- definition (254)
- fips (487)
- repository (98)
- timeline (19)
- weblink (123)
bridge data > County 003
:
Brevard
or
Palm Beach
& Channel 061:
No noticeable or noteworthy deficiencies which affect the condition of the channel. 
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Use the filters below to narrow your results.
'C-17 Canal ' (1) ·
'C-54 Canal ' (1) ·
'E-1 Canal ' (1) ·
'E-2W CANAL ' (1) ·
'Fellsmere Canal ' (1) ·
'L-6 Canal ' (1) ·
'Lake Worth Creek Canal ' (1) ·
'Lake Worth Lagoon ' (1) ·
'Mercer Ave./CSX RR/Canal' (1) ·
'Stub Canal & S.F.R.C. ' (1) ·
'Turkey Creek ' (1) ·
Fellsmere Canal (1) ·
Sebastian River (1)
'Belvede to NB I-95' (1) ·
'EB US 98 SR 80 ' (1) ·
'I-95 NB ' (1) ·
'NB SR 5 (US-1) ' (1) ·
'Port Malabar BL WB' (1) ·
'SB SR 5 (US-1) ' (1) ·
'SR 710 ' (1) ·
'SR A1A ' (1) ·
'SR-807 Congress Av' (1) ·
'SR91 SB OFF RP81.9' (1) ·
'SR91 SB ON RP 81.9' (1) ·
'Stribling Way ' (1) ·
'US-1 ' (1) ·
I-95 SB (1) ·
US-1 (1)
700203 (1) ·
700224 (1) ·
700231 (1) ·
700232 (1) ·
700238 (1) ·
705920 (1) ·
930466 (1) ·
930485 (1) ·
930524 (1) ·
930534 (1) ·
930541 (1) ·
930542 (1) ·
930543 (1) ·
930544 (1) ·
930547 (1) ·
931007 (1) ·
931008 (1) ·
934301 (1)
'.25 mi N of SR 706 ' (1) ·
'.3 mi N of SR 706 ' (1) ·
'0.2 mi E of SR5 on SRA1A ' (1) ·
'0.25 MI N OF ATLANTIC AVE' (1) ·
'0.25 N of SR 706 ' (1) ·
'0.25mi. east of I-95 ' (1) ·
'03 mi N of SR 706 ' (1) ·
'1.0mile south of SR-80 ' (1) ·
'1.6 miles East of SR-507 ' (1) ·
'Buffer Preserve Drive ' (1) ·
'North of Belvedere Rd ' (1) ·
'Over Fellsmere Canal ' (1) ·
'SR 80/ I-95 interchange ' (1) ·
'StriblingWay ovr E-1canal' (1) ·
'US-1 over Turkey Creek ' (1) ·
Over Fellsmere Canal (1) ·
US-1 over Sebastian River (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)
Showing below up to 18 results in range #1 to #18.