Drilldown: bridge data
From Indian River Lagoon Project
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bridge data > County 003:
Palm Beach
& Service Under 042b:
Highway - Waterway
& Inspect Date 090:
08-16
Use the filters below to narrow your results.
'45th Street CR-702' (1) ·
'EB Spanish Rvr Bvd' (1) ·
'EB SR706 ' (1) ·
'I 95 SR 9 NB ' (1) ·
'I 95 SR 9 SB ' (1) ·
'I 95 to PBIA Ramp ' (1) ·
'NB SR 807 ' (1) ·
'PALMETTO PARK ROAD' (1) ·
'PBIA to I-95 Ramp ' (1) ·
'SB SR 807 ' (1) ·
'SR-91TPK NBSB 97.4' (1) ·
'SW 18TH ST WB ' (1) ·
'SW 18TH ST. EB ' (1) ·
'WB Spanish River ' (1) ·
'WB SR 706 ' (1)
930154 (1) ·
930226 (1) ·
930453 (1) ·
930454 (1) ·
930475 (1) ·
930479 (1) ·
930480 (1) ·
930497 (1) ·
930498 (1) ·
930532 (1) ·
931004 (1) ·
934166 (1) ·
934908 (1) ·
934925 (1) ·
934926 (1)
'0.5 mi N of Atlantic Ave ' (1) ·
'0.8 MILE EAST OF US-1 ' (1) ·
'0.9MI W OF POWERLINE RD ' (1) ·
'1.0 M West of Haverhill R' (1) ·
'4.3 MI NORTH OF SR-802 ' (1) ·
'EB SR800 .2mi West of A1A' (1) ·
'Indiantown Rd./ICW ' (1) ·
'Indiantown Rd/ ICW ' (1) ·
'PBIA/I-95 Interchange ' (1) ·
'SE quadrant PB Int Airpt ' (1) ·
'WB SR800.2Mi west of US-1' (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)
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 is scour critical; bridge foundations determined to be unstable for assessed or calculated scour conditions: Scour within limits of footing or piles. Scour below spread-footing base or pile tips. (1)
10875 (1) ·
133595 (1) ·
15528 (1) ·
17350 (1) ·
176174 (1) ·
21372 (1) ·
28628 (1) ·
32098 (1) ·
41640 (1) ·
9196 (1)
Showing below up to 15 results in range #1 to #15.