Drilldown: bridge data
From Indian River Lagoon Project
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'Main Trail ' (1) ·
'Okeechobee Rd. ' (1) ·
'PROSPERITY FARMS R' (1) ·
'SBI-95 to Hypoluxo' (1) ·
'SR-507 NB ' (1) ·
'SR91 N/S TPK 103.1' (1) ·
'SR91 N/S TPK 115.5' (1) ·
'SR91 N/S TPK 117.5' (1) ·
'SR91 N/S TPK 119.1' (1) ·
'SR91 NB TPK 142.2 ' (1) ·
'SR91 NB TPK 157.9 ' (1) ·
'SR91 SB TPK 142.2 ' (1) ·
'SR91 SB TPK 157.9 ' (1)
700185 (1) ·
796000 (1) ·
890079 (1) ·
930235 (1) ·
930239 (1) ·
930241 (1) ·
930299 (1) ·
934116 (1) ·
940028 (1) ·
940049 (1) ·
940057 (1) ·
940073 (1) ·
940082 (1)
'0.2 MI S OF MARTIN CO LIN' (1) ·
'0.3MI N OF N. LAKE BLVD. ' (1) ·
'0.8 Mile West of Nova Rd ' (1) ·
'1.0MI SOUTH OF SR-706 ' (1) ·
'1.2MI S PORT ST LUCIE BLV' (1) ·
'1.2MI S PORT ST LUCIE RMP' (1) ·
'1.3 MI N OF PLM BCH CO LI' (1) ·
'1.3 miles east of I-95 ' (1) ·
'1.83 MILES N OF SR-68 ' (1) ·
'3.0 MI NORTH OF SR-704 ' (1) ·
'Hypoluxo Rd.-I95 intercha' (1) ·
'SR-507 NB - Tillman Canal' (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)
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)
Showing below up to 13 results in range #1 to #13.
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