Drilldown: bridge data
From Indian River Lagoon Project
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bridge data > Kind 043a:
Prestressed concrete
& Channel 061:
No noticeable or noteworthy deficiencies which affect the condition of the channel.
Use the filters below to narrow your results.
'C-17 Canal ' (1) ·
'C-54 Canal ' (1) ·
'CANAL C-108 ' (1) ·
'CANAL E-106 ' (1) ·
'E-1 Canal ' (1) ·
'E-2W CANAL ' (1) ·
'Fellsmere Canal ' (1) ·
'L-6 Canal ' (1) ·
'Lateral B Canal ' (1) ·
'ST LUCIE CANAL ' (1) ·
'Stub Canal & S.F.R.C. ' (1) ·
'Tomoka River ' (1) ·
'Turkey Creek ' (1) ·
Fellsmere Canal (1) ·
Sebastian River (1)
'13th Street SW ' (1) ·
'COLUMBUS DR. ' (1) ·
'EB US 98 SR 80 ' (1) ·
'I-4 EB ' (1) ·
'I-4 WB ' (1) ·
'I-95 NB ' (1) ·
'KESTOR DR ' (1) ·
'Port Malabar BL WB' (1) ·
'SR 710 ' (1) ·
'SR-807 Congress Av' (1) ·
'SR-91 TPK NB 131.0' (1) ·
'SR91 SB OFF RP81.9' (1) ·
'SR91 SB ON RP 81.9' (1) ·
'Stribling Way ' (1) ·
I-95 SB (1) ·
US-1 (1)
700224 (1) ·
700231 (1) ·
700232 (1) ·
700238 (1) ·
705920 (1) ·
790201 (1) ·
790202 (1) ·
884105 (1) ·
891000 (1) ·
930466 (1) ·
930524 (1) ·
930534 (1) ·
931007 (1) ·
931008 (1) ·
934301 (1) ·
945264 (1) ·
945267 (1)
'0.1MI W of N QUICK CIRCLE' (1) ·
'0.25 MI N OF ATLANTIC AVE' (1) ·
'0.25mi. east of I-95 ' (1) ·
'0.3MI E OF DARWIN BLVD ' (1) ·
'1.0mile south of SR-80 ' (1) ·
'1.6 miles East of SR-507 ' (1) ·
'3.7 MI S. OF STUART INT. ' (1) ·
'At CR-613 (58th Ave.) ' (1) ·
'Buffer Preserve Drive ' (1) ·
'I-4 EB over Tomoka River ' (1) ·
'I-4 WB over Tomoka River ' (1) ·
'Over Fellsmere Canal ' (1) ·
'SR 80/ I-95 interchange ' (1) ·
'StriblingWay ovr E-1canal' (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 17 results in range #1 to #17.
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