Drilldown: bridge data
From Indian River Lagoon Project
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'SR 91 TPK 79.75 ' (1) ·
'SR 91 TPK RMP 76.3' (1) ·
'SR 91 TPK RMP 93.5' (1) ·
'SR-76 ' (1) ·
'SR91 N/S TPK 107.8' (1) ·
'SR91 N/S TPK 124.6' (1) ·
'SR91 N/S TPK 147.7' (1) ·
'SR91 N/S TPK 148.2' (1) ·
'SR91 N/S TPK 92.1 ' (1) ·
'SR91 NB TPK 144.6 ' (1) ·
'SR91 SB TPK 144.6 ' (1) ·
'US-1 (SR-5) ' (1)
890048 (1) ·
890084 (1) ·
930003 (1) ·
930146 (1) ·
930215 (1) ·
930223 (1) ·
930333 (1) ·
930334 (1) ·
940104 (1) ·
940105 (1) ·
940106 (1) ·
941000 (1)
'0.6 MI N OF NO LAKE BLVD ' (1) ·
'0.74 MI N OF ST LUCIE BLV' (1) ·
'0.9MI SOUTH OF SR-708 ' (1) ·
'1.2 MI NO OF LANTANA RD ' (1) ·
'2.0 MI SOUTH OF SR-806 ' (1) ·
'2.85 MI SOUTH OF SR-712 ' (1) ·
'6.2 MI N OF ST LUCIE BLVD' (1) ·
'AT BOCA RATON INTERCHANGE' (1) ·
'By Indian Grove Dr. ' (1) ·
'Just North of SR-850 ' (1) ·
'LAKE WORTH INTERCHANGE ' (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)
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) ·
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)
103753 (1) ·
136198 (1) ·
14314 (1) ·
171592 (1) ·
18218 (1) ·
34960 (1) ·
40772 (1) ·
45978 (1) ·
69920 (1) ·
77034 (1)
Showing below up to 12 results in range #1 to #12.
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