Drilldown: bridge data
From Indian River Lagoon Project
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- Event (169)
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- definition (254)
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Use the filters below to narrow your results.
'4th St. and Canal D ' (1) ·
'Australian Ave and Canal' (1) ·
'Australian Avenue ' (1) ·
'Depot Ave & El Rio Canal' (1) ·
'EB SR80 & C-51 Canal ' (1) ·
'FL TPK SR-91 ' (1) ·
'Fla. Turnpike & 2 canals' (1) ·
'Okeechobee Waterway ' (1) ·
'SR 91 TPK & CANAL ' (1) ·
'St. Lucie Canal/SR-76 ' (1) ·
'Turnpike (SR-91) ' (1) ·
'US 98-SR 80-WPB Canal ' (1) ·
'US-17-92 -St Johns River' (1) ·
'US-17-92-St Johns River ' (1) ·
Lake Washington Road (1)
'45th Street CR-702' (1) ·
'CR-714 Indian St. ' (1) ·
'Hypoluxo Rd ' (1) ·
'I 95 SR 9 NB ' (1) ·
'I 95 SR 9 SB ' (1) ·
'I 95 to PBIA Ramp ' (1) ·
'I-4 EB ' (1) ·
'I-4 WB ' (1) ·
'NB SR 807 ' (1) ·
'PBIA to I-95 Ramp ' (1) ·
'RDBGH RD 170.14 ' (1) ·
'SB SR 807 ' (1) ·
'SR 9 (I-95) ' (1) ·
'SR-710 EB ' (1) ·
'SR-710 WB ' (1) ·
'SR-91TPK NBSB 97.4' (1) ·
'WB Forest Hill Bld' (1) ·
I-95 SB (1)
700043 (1) ·
790196 (1) ·
790197 (1) ·
880100 (1) ·
890161 (1) ·
890162 (1) ·
894062 (1) ·
930475 (1) ·
930479 (1) ·
930480 (1) ·
930497 (1) ·
930498 (1) ·
930514 (1) ·
930532 (1) ·
931004 (1) ·
934166 (1) ·
934367 (1) ·
940060 (1)
'0.1 MI West of SR-76 ' (1) ·
'0.5 mi N of Atlantic Ave ' (1) ·
'1.0 M West of Haverhill R' (1) ·
'1.2 Mi. East of Lyons Rd.' (1) ·
'1.7 miles east of SR 7 ' (1) ·
'2.0 mi S of SR-60 ' (1) ·
'2.1 Miles E of CR-609 ' (1) ·
'2.1 Miles East of CR-609 ' (1) ·
'3.4 MI S INDIAN RIVER CO ' (1) ·
'4.3 MI NORTH OF SR-802 ' (1) ·
'I-4EB-US-17-92 St Johns R' (1) ·
'I-4WB-US-17-92 St Johns R' (1) ·
'PBIA/I-95 Interchange ' (1) ·
'SE quadrant PB Int Airpt ' (1) ·
I-95 SB -Lk Washington Rd (1)
Bank is beginning to slump. River control devices and embankment protection have widespread minor damage. There is minor stream bed movement evident. Debris is restricting the channel slightly. (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)
Bridge foundations (including piles) on dry land well above flood water elevations. (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.
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