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.
'CR-3 ' (1) ·
'I-95 ' (1) ·
'I-95 NB ' (1) ·
'I-95 SB ' (1) ·
'LYONS ROAD ' (1) ·
'MINER RD. ' (1) ·
'NB I-95 (SR-9) ' (1) ·
'RANGE LINERD CR609' (1) ·
'SB I-95 (SR 9) ' (1) ·
'SHINN ROAD ' (1) ·
'SR-60 EB ' (1) ·
'SR-60 WB ' (1) ·
'SR91SB ON/OFF 76.4' (1) ·
'US-1 NB ' (1) ·
'VETERANS WALK ' (1) ·
I-95 (1) ·
SR-46 (1)
700059 (1) ·
700134 (1) ·
700194 (1) ·
700222 (1) ·
700230 (1) ·
790087 (1) ·
794081 (1) ·
880096 (1) ·
880097 (1) ·
885808 (1) ·
890117 (1) ·
890118 (1) ·
930450 (1) ·
934942 (1) ·
934953 (1) ·
940018 (1) ·
940026 (1)
'0.3MI E of CONGRESS AVE. ' (1) ·
'0.7MI N OF BOYNTON BCH BL' (1) ·
'10.3Mi. E of SR-91 (TPK) ' (1) ·
'2.3 Miles South of SR-40 ' (1) ·
'3MI S of SR-70 ' (1) ·
'AT MARTIN COUNTY LINE ' (1) ·
'BOCA RATON INTERCHNG #28 ' (1) ·
'I-95 NB over SR-406 ' (1) ·
'I-95 over SR-46 ' (1) ·
'I-95 SB over SR-406 ' (1) ·
'INSIDE RIVERSIDE PARK ' (1) ·
'NB I-95 over CR 708 ' (1) ·
'SB I-95 over CR 708 ' (1) ·
'US-1 NB - FECRR ' (1) ·
I-95 over Wickham Road (1) ·
SR-46 over Six Mile Cr (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)
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 by assessment, 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 17 results in range #1 to #17.
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