Drilldown: bridge data
From Indian River Lagoon Project
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12113 (1) ·
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'C-15 CANAL ' (1) ·
'C-51 Canal ' (1) ·
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'CR 702 45th Street ' (1) ·
'CR 782 Linton Blvd ' (1) ·
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'SR 804 BOYNTON BCH BLVD ' (1) ·
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'St. Johns River ' (1) ·
'Tillman Canal ' (1) ·
'WPB Canal (C-51) ' (1) ·
Tillman Canal (1)
'BELVEDERE ROAD ' (1) ·
'CONGRESS AVE ' (1) ·
'CR68 ORNG AV 156.1' (1) ·
'EBSR80 to SBSR807 ' (1) ·
'Forest Hill Blvd. ' (1) ·
'I 95 SR 9 ' (1) ·
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'Old Dixie Highway ' (1) ·
'PARK AVE. W. ' (1) ·
'PICOS RD 154.90 ' (1) ·
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'SR-404 EB ' (1) ·
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'SR-405 EB ' (1) ·
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'SR-50 EB ' (1) ·
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'SR-91 TPK NS 81.77' (1) ·
'SR91 N/S TPK 86.95' (1) ·
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'0.3MI W OF CONGRESS AVE ' (1) ·
'0.4MI S OF LINTON BLVD ' (1) ·
'0.5 MILE WEST OF JOG RD ' (1) ·
'1.16 MI S OF SR-68 ' (1) ·
'1.5 miles South of SR 806' (1) ·
'2.9 MI N OF SR-70 ' (1) ·
'4.3 m N of Martin Co Line' (1) ·
'5.1 MI SOUTH OF SR-804 ' (1) ·
'6.2 MILES SOUTH OF SR-802' (1) ·
'At Exit 74 ' (1) ·
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'SR-507 NB - Tillman Canal' (1) ·
'SR-80 & Military Trail ' (1) ·
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SR-507 SB-Tillman Canal (1)
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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 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)
12318 (1) ·
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67231 (1) ·
74605 (1) ·
8000 (1) ·
82412 (1) ·
9022 (1) ·
9369 (1)
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