Drilldown: bridge data
From Indian River Lagoon Project
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- Event (169)
- News Link (111)
- Organization (18)
- Waterbody (27)
- bridge (13)
- bridge data (1468)
- definition (254)
- fips (487)
- repository (98)
- timeline (19)
- weblink (123)
Use the filters below to narrow your results.
'Congress Avenue ' (1) ·
'CR-880 ' (1) ·
'CR708 125.4 ' (1) ·
'DNLD RS RD E 112.2' (1) ·
'DNLD RS RD W 112.2' (1) ·
'Haverhill Rd ' (1) ·
'I-95 ' (1) ·
'I-95 SB ' (1) ·
'SR-404 WB ' (1) ·
'SR-405 EB ' (1) ·
'SR-407 NB ' (1) ·
'SR-44 ' (1) ·
'SR-472 EB ' (1) ·
'Tomoka Farms Rd. ' (1) ·
'US-1 NB ' (1) ·
'US-1 SB ' (1) ·
'US-17 ' (1) ·
'US-92 EB ' (1) ·
'US-92 WB ' (1)
700079 (1) ·
700085 (1) ·
700102 (1) ·
700116 (1) ·
700156 (1) ·
790002 (1) ·
790021 (1) ·
790053 (1) ·
790086 (1) ·
790097 (1) ·
790105 (1) ·
790149 (1) ·
790217 (1) ·
890119 (1) ·
930381 (1) ·
930419 (1) ·
930528 (1) ·
930940 (1) ·
934295 (1)
'0.1 MILE WEST OF I-95 ' (1) ·
'0.1MI W of US-98 / SR-441' (1) ·
'3 MI NORTH OF PGA BLVD ' (1) ·
'Between SR704 and 12th St' (1) ·
'I-95 SB - CR-5A ' (1) ·
'N.OF PGA BLVD S.JUPITER ' (1) ·
'S of Southrn/Haverhll Int' (1) ·
'SR-404 WB over CR-3 ' (1) ·
'SR-405 EB - US-1 ' (1) ·
'SR-407 NB at SR-528 WB ' (1) ·
'SR-44 - Berrys Canal ' (1) ·
'SR-472 EB over I-4 ' (1) ·
'Tomoka Farms Rd - I-4 ' (1) ·
'US-1 NB - Turnbull Creek ' (1) ·
'US-1 SB - Turnbull Creek ' (1) ·
'US-17 over Deep Creek ' (1) ·
'US-92 EB -Tomoka River ' (1) ·
'US-92 WB-Tomoka River ' (1) ·
I-95 NB and CR-5A (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)
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 19 results in range #1 to #19.
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