Drilldown: bridge data
From Indian River Lagoon Project
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bridge data > Built 027 :
1991 or
2015
& Channel 061:
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.
Use the filters below to narrow your results.
'Apollo Boulevard ' (1) ·
'CR-92 WB ' (1) ·
'FLYING COW ROAD ' (1) ·
'HYPOLUXO ROAD EB ' (1) ·
'Indiantown Road ' (1) ·
'JOG ROAD (SB) ' (1) ·
'JOG ROAD SB ' (1) ·
'MILITARY TR. NB ' (1) ·
'NW 7TH STREET ' (1) ·
'OKEECHOBEE RD WB ' (1) ·
'PALMWOOD ROAD ' (1) ·
'PROS. FARMS ROAD ' (1) ·
SR-507 SB (1)
700190 (1) ·
705604 (1) ·
794121 (1) ·
930420 (1) ·
934136 (1) ·
934139 (1) ·
934222 (1) ·
934292 (1) ·
934346 (1) ·
934913 (1) ·
934918 (1) ·
934935 (1) ·
935221 (1)
'0.05 MI W of NW 4TH AVE ' (1) ·
'0.1MI N of DONALD ROSS RD' (1) ·
'0.2MI W OF ROYAL P.B. BLV' (1) ·
'0.4 Mi West of US 17-92 ' (1) ·
'0.7MI N OF BOYNTON BH BL ' (1) ·
'0.7Mi N OF SR-804 ' (1) ·
'1.0MI W OF MILITARY TRAIL' (1) ·
'1MI S. OF LINTON BLVD ' (1) ·
'2.3 Mi. East of I-95 ' (1) ·
'Apollo Blvd - Eau Gallie ' (1) ·
'AT SR-80 ' (1) ·
'S SIDE OF RCA/MONET ROAD ' (1) ·
SR-507 SB-Tillman Canal (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 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)
Showing below up to 13 results in range #1 to #13.
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