Drilldown: bridge data
From Indian River Lagoon Project
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Use the filters below to narrow your results.
'Angle Rd - Belcher Canal' (1) ·
'Angle Rd.- Belcher Canal' (1) ·
'Belcher Canal (C-25) ' (1) ·
'BELCHER CANAL C-25 ' (1) ·
'Canal 29 (5 mile creek) ' (1) ·
'CANAL L-20 ' (1) ·
'DRAINAGE CANAL ' (1) ·
'SR 91 TPK & CANAL ' (1) ·
'SR-68 ' (1) ·
'SR-713 (King Hwy) ' (1) ·
'SR-9 (I-95) ' (1) ·
'US-17/92 ' (1)
'53RD STREET ' (1) ·
'Graham Road ' (1) ·
'Kings Highway ' (1) ·
'MINUTE MAID RD 165' (1) ·
'NB I-95 (S.R. 9) ' (1) ·
'NB I-95 (SR-9) ' (1) ·
'NB SR-9 (I-95) ' (1) ·
'RDBGH RD 170.14 ' (1) ·
'SB I-95 (S.R. 9) ' (1) ·
'SB I-95 (SR-9) ' (1) ·
'SB SR-9 (I-95) ' (1) ·
'SR 68 (Orange Ave)' (1) ·
'SR-472 ' (1) ·
'SR91 N/S TPK 167.2' (1) ·
'SR91 NB TPK 158.6 ' (1) ·
'SR91 SB TPK 158.6 ' (1)
790055 (1) ·
940007 (1) ·
940058 (1) ·
940059 (1) ·
940060 (1) ·
940066 (1) ·
940068 (1) ·
940083 (1) ·
940092 (1) ·
940093 (1) ·
940096 (1) ·
940097 (1) ·
940100 (1) ·
940152 (1) ·
940162 (1) ·
940163 (1)
'1 mi. east I-95 on SR 68 ' (1) ·
'1.5mi N of SR-68 ' (1) ·
'1.5mi. N of SR-68 ' (1) ·
'100FT N ANGLE RD CR-607A ' (1) ·
'1mi. N of SR-70/SR-9 ' (1) ·
'2.5 MI NORTH OF SR-68 ' (1) ·
'2.5 mi. N of SR 70 ' (1) ·
'2.53 MI NORTH OF SR-68 ' (1) ·
'3.4 MI S INDIAN RIVER CO ' (1) ·
'6.4 MI S OF INDIAN RVR CO' (1) ·
'9.38 MI NORTH OF SR-68 ' (1) ·
'Just North of SR70 on I95' (1) ·
'SR-472 over US-17/92 ' (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 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)
Deterioration or initial disintegration, minor chloride contamination, cracking with some leaching, or spalls on concrete or masonry walls and slabs. Local minor scouring at curtain walls, wingwalls or pipes. Metal culverts have a smooth curvature, non-symmetrical shape, significant corrosion or moderate pitting. (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 conditions; field review indicates action is required to protect exposed foundations (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)
Showing below up to 16 results in range #1 to #16.
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