Drilldown: bridge data
From Indian River Lagoon Project
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- Event (169)
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- definition (254)
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Use the filters below to narrow your results.
'6TH AVE SO. WB ' (1) ·
'AUSTRALIAN AVE SB ' (1) ·
'CAMINO GARDENS EB ' (1) ·
'CAMINO GARDENS WB ' (1) ·
'JOG ROAD (SB) ' (1) ·
'MILITARY TR. NB ' (1) ·
'N CENTRAL PARK BLV' (1) ·
'Port Malabar Bl EB' (1) ·
'Port Malabar BL WB' (1) ·
'SANDALFOOT BLVD EB' (1) ·
'SANDALFOOT BLVD WB' (1) ·
'Saxon Blvd EB ' (1) ·
'Saxon Blvd WB ' (1) ·
'VILLAGE BLVD (NB) ' (1) ·
'VILLAGE BLVD (SB) ' (1)
705910 (1) ·
705920 (1) ·
790166 (1) ·
790167 (1) ·
934271 (1) ·
934275 (1) ·
934302 (1) ·
934404 (1) ·
934405 (1) ·
934922 (1) ·
934923 (1) ·
934935 (1) ·
935209 (1) ·
935210 (1) ·
937710 (1) ·
937711 (1)
'0.03Mi E of CYPRESS WAY ' (1) ·
'0.5MI EAST OF I-95 ' (1) ·
'0.6MI N OF PLMTTO PARK RD' (1) ·
'0.6MI S of SOUTHERN BLVD ' (1) ·
'0.6MI WEST OF I-95 ' (1) ·
'0.7Mi N OF SR-804 ' (1) ·
'1.6 miles East of SR-507 ' (1) ·
'2Mi S of 45TH ST CR-702 ' (1) ·
'At US-441/SR-7 ' (1) ·
'Saxon Blvd EB - I-4 ' (1) ·
'Saxon Blvd WB - I-4 ' (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) ·
No noticeable or noteworthy deficiencies which affect the condition of the channel. (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) ·
Bridge not over waterway. (1)
Showing below up to 16 results in range #1 to #16.
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