Drilldown: bridge data
From Indian River Lagoon Project
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bridge data > Superstructure 059 :
Excellent or
Very Good
& 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) ·
'Cambridge Canal ' (1) ·
'E-1 Canal ' (1) ·
'E-2W CANAL ' (1) ·
'Fellsmere Canal ' (1) ·
'Lake Worth Creek Canal ' (1) ·
'Lake Worth Lagoon ' (1) ·
'Lateral B Canal ' (1) ·
'St.Lucie River ' (1) ·
'Tomoka River ' (1) ·
'Turkey Creek ' (1) ·
Fellsmere Canal (1)
'13th Street SW ' (1) ·
'E/B S.R. A1A ' (1) ·
'I-4 EB ' (1) ·
'I-4 WB ' (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) ·
'SR91 SB OFF RP81.9' (1) ·
'SR91 SB ON RP 81.9' (1) ·
'Stribling Way ' (1) ·
'Trailwood Drive ' (1) ·
I-95 SB (1)
700231 (1) ·
700232 (1) ·
700238 (1) ·
705920 (1) ·
790201 (1) ·
790202 (1) ·
796414 (1) ·
884105 (1) ·
890158 (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 S/O Wiltshire Blvd' (1) ·
'0.25mi. east of I-95 ' (1) ·
'03 mi N of SR 706 ' (1) ·
'1.6 miles East of SR-507 ' (1) ·
'3mi East of SR5 on A1A ' (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) ·
'StriblingWay ovr E-1canal' (1) ·
Over Fellsmere Canal (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)
Showing below up to 18 results in range #1 to #18.