Drilldown: bridge data
From Indian River Lagoon Project
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Use the filters below to narrow your results.
'CENTRAL PK BL S EB' (1) ·
'CENTRL PK BL S WB' (1) ·
'CONGRESS AVE SB ' (1) ·
'NB I-95 (SR-9) ' (1) ·
'NB I-95 (SR-9) ' (1) ·
'ROYAL PLM BH BL NB' (1) ·
'ROYAL PLM BH BL SB' (1) ·
'SB I-95 (SR 9) ' (1) ·
'SB I-95 (SR-9) ' (1) ·
'VILLAGE BLVD (NB) ' (1) ·
'VILLAGE BLVD (SB) ' (1) ·
'WB SR - 714 ' (1) ·
'WB SR-70 ' (1)
890108 (1) ·
890109 (1) ·
890110 (1) ·
890111 (1) ·
890135 (1) ·
934331 (1) ·
934920 (1) ·
934921 (1) ·
937361 (1) ·
937362 (1) ·
937363 (1) ·
937710 (1) ·
937711 (1) ·
940120 (1)
'0.3M N OF OKEECHOBEE BLV ' (1) ·
'0.6Mi S OF CR-812 ' (1) ·
'2.5 mi East of TPK Exit ' (1) ·
'2MI N OF OKEECHOBEE BLV ' (1) ·
'2Mi S of 45TH ST CR-702 ' (1) ·
'2mi. N of SR714 on I95 ' (1) ·
'2mi.N of SR714 on I95 ' (1) ·
'3.9 mi. W of FL Turnpike ' (1) ·
'AT US-441 (SR-7) ' (1) ·
'AT US-441 SR-7 ' (1) ·
'NB I-95 / SR 714 ' (1) ·
'SB I-95 / SR-714 ' (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) ·
N/A (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.
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