Drilldown: bridge data
From Indian River Lagoon Project
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- Event (169)
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- bridge data (1468)
- definition (254)
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Use the filters below to narrow your results.
'CANAL E-105 ' (1) ·
'CR 512 (Fellsmere Rd.) ' (1) ·
'ELKCAM WATERWAY ' (1) ·
'Florida Turnpike (SR-91)' (1) ·
'Lateral A Canal ' (1) ·
'Lateral D Canal ' (1) ·
'Lateral J Canal ' (1) ·
'Main Relief Canal ' (1) ·
'Range Line Canal ' (1) ·
'South Relief Canal ' (1) ·
'SR-68 ' (1) ·
'St. Sebastian River ' (1) ·
'Ten Mile Creek ' (1)
'16th St/College Ln' (1) ·
'26th Street ' (1) ·
'66th Avenue ' (1) ·
'Becker Rd. ' (1) ·
'CR-606 (Oslo Rd) ' (1) ·
'CR-609 (82nd Ave.)' (1) ·
'CR605 Old Dixie ' (1) ·
'FLORESTA DR ' (1) ·
'Hanley Rd. S 25th ' (1) ·
'NB I-95 (S.R. 9) ' (1) ·
'NORTH QUICK CIRCLE' (1) ·
'Sebastian Blvd EB ' (1) ·
'Sebastian Blvd WB ' (1) ·
'SR 9 (I-95) ' (1)
880105 (1) ·
884070 (1) ·
884078 (1) ·
884079 (1) ·
884080 (1) ·
884084 (1) ·
884086 (1) ·
884098 (1) ·
884099 (1) ·
940097 (1) ·
941001 (1) ·
944008 (1) ·
944016 (1) ·
945265 (1)
'0.3 Mi. W of SE Bosko Dr ' (1) ·
'0.5MI Nof PT ST LUCIE BLD' (1) ·
'0.6Mi W of US-1 ' (1) ·
'0.7Mi South of SR-60 ' (1) ·
'0.8MI N OF SW BECKER RD ' (1) ·
'1.1 Mile S of CR-611B ' (1) ·
'1.3 Mi. North of CR-606 ' (1) ·
'1.9 Mi South of SR-60 ' (1) ·
'2.8 MI East of I-95 ' (1) ·
'3.8Mi S of Brevard Cty L ' (1) ·
'At 74th Ave ' (1) ·
'Inter 66th Ave/College Ln' (1) ·
'Just North of SR70 on I95' (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)
N/A (1) ·
Shrinkage cracks, light scaling and insignificant spalling which does not expose reinforcing steel. Insignificant damage caused by drift with no misalignment and not requiring corrective action. Some minor scouring has occured near curtain walls, wingwalls or pipes. Metal culverts have a smooth symmetrical curvature with superficial corrosion and no pitting. (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) ·
Bridge not over waterway. (1)
Showing below up to 14 results in range #1 to #14.