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.
'Berrys Canal ' (1) ·
'BRANCH OF C-44 CANAL ' (1) ·
'C-51 Canal ' (1) ·
'CR-3 ' (1) ·
'CROOKED CREEK ' (1) ·
'Deep Creek ' (1) ·
'L-10 Canal ' (1) ·
'LWDD C-16 CANAL ' (1) ·
'Middle Haw Creek ' (1) ·
'SR 91 TPK ' (1) ·
'Summit Boulevard ' (1) ·
'Tomoka River ' (1) ·
'Tomoka River ' (1) ·
'Turnbull Creek ' (1)
'CR708 125.4 ' (1) ·
'CR726(CITRUS BLVD)' (1) ·
'Haverhill Rd ' (1) ·
'I 95 SR 9 SB ' (1) ·
'Levee Road ' (1) ·
'NB I 95 SR 9 ' (1) ·
'SEACREST BLVD. ' (1) ·
'SR-40 ' (1) ·
'SR-404 WB ' (1) ·
'SR-44 ' (1) ·
'ST LUCIE BLVD ' (1) ·
'US-1 NB ' (1) ·
'US-1 SB ' (1) ·
'US-17 ' (1) ·
'US-92 EB ' (1) ·
'US-92 WB ' (1)
700079 (1) ·
790002 (1) ·
790021 (1) ·
790086 (1) ·
790097 (1) ·
790149 (1) ·
790217 (1) ·
790920 (1) ·
890015 (1) ·
890119 (1) ·
894014 (1) ·
930291 (1) ·
930292 (1) ·
930805 (1) ·
934295 (1) ·
934499 (1)
'0.1 MILE WEST OF I-95 ' (1) ·
'0.4MI NE OF A1A ' (1) ·
'0.6Mi NORTH OF SR-804 ' (1) ·
'3.6 Mi. E of SR-710 ' (1) ·
'300FT East of CR-717 ' (1) ·
'Between SR 80 and SR 882 ' (1) ·
'Between SR 882 and SR 80 ' (1) ·
'S of Southrn/Haverhll Int' (1) ·
'SR-40 over Middle Haw Cr.' (1) ·
'SR-404 WB over CR-3 ' (1) ·
'SR-44 - Berrys Canal ' (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)
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 16 results in range #1 to #16.
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