Drilldown: bridge data
From Indian River Lagoon Project
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Use the filters below to narrow your results.
'BOLLES CANAL (L-21) ' (1) ·
'BRANCH OF C-44 CANAL ' (1) ·
'C-133 Canal ' (1) ·
'C-44 Intake Canal ' (1) ·
'DRAINAGE CANAL ' (1) ·
'G-370 East Inflow Canal ' (1) ·
'G-370 West Inflow Canal ' (1) ·
'L-5 Canal ' (1) ·
'Miami Canal L-25 ' (1) ·
'NORTH FORK ST LUCIE RVR ' (1) ·
'ORANGE CANAL ' (1) ·
'SR 91 TPK ' (1) ·
'Troup Indiantown Canal ' (1)
'CR-712 (MIDWAY RD)' (1) ·
'CR-726 CITRUS BLVD' (1) ·
'CR712 MDWYRD 150.3' (1) ·
'CR726 (Citrus Blv)' (1) ·
'CR726(CITRUS BLVD)' (1) ·
'NB US-27 SR-25 ' (1) ·
'SB US-27 SR-25 ' (1) ·
'US-27 (SR-25) ' (1) ·
'US-27 (SR-25) NB ' (1) ·
'US-27 (SR-25) SB ' (1) ·
'US-27/SR-80 NB ' (1) ·
'US-27/SR-80 SB ' (1) ·
'US27 SR-25 & 80 ' (1)
890015 (1) ·
894029 (1) ·
894053 (1) ·
894057 (1) ·
894058 (1) ·
930054 (1) ·
930342 (1) ·
930352 (1) ·
930353 (1) ·
930512 (1) ·
930513 (1) ·
930537 (1) ·
930538 (1) ·
940035 (1) ·
940050 (1)
'1.2 Miles East of SR-710 ' (1) ·
'1.74 Miles E of SR-710 ' (1) ·
'1MI W of US-1 ' (1) ·
'2.35MI E OF HENDRY CO LIN' (1) ·
'2.6 MI S OF FT PIER INTCH' (1) ·
'3.6 Mi. E of SR-710 ' (1) ·
'4.85 Miles E of SR-710 ' (1) ·
'5 mi. N Broward Co. line ' (1) ·
'5.8Mi. E of SR-710 ' (1) ·
'At John Stretch Park ' (1) ·
'Palm Beach - Broward Line' (1) ·
'US-27 OVER BOLLES CANAL ' (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) ·
No noticeable or noteworthy deficiencies which affect the condition of the culvert. Insignificant scrape marks caused by drift. (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 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 15 results in range #1 to #15.
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