Drilldown: bridge data
From Indian River Lagoon Project
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- Event (169)
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- 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.
'CR708 125.4 ' (1) ·
'EB Blue Heron Blvd' (1) ·
'Haverhill Rd ' (1) ·
'NB I-95 ( SR-9 ) ' (1) ·
'Orange Avenue ' (1) ·
'SB I-95 ( SR-9 ) ' (1) ·
'SR A1A ' (1) ·
'SR-404 WB ' (1) ·
'SR-44 ' (1) ·
'SR-80EB (Southern)' (1) ·
'SR91 N/S TPK 135.6' (1) ·
'US-1 NB ' (1) ·
'US-1 SB ' (1) ·
'US-17 ' (1) ·
'US-92 EB ' (1) ·
'US-92 WB ' (1) ·
'WB Blue Heron Blvd' (1)
700079 (1) ·
790002 (1) ·
790021 (1) ·
790086 (1) ·
790097 (1) ·
790149 (1) ·
790217 (1) ·
794120 (1) ·
890085 (1) ·
890119 (1) ·
930382 (1) ·
930383 (1) ·
930408 (1) ·
930467 (1) ·
930468 (1) ·
930547 (1) ·
934295 (1)
'0.1 MILE WEST OF I-95 ' (1) ·
'0.2 mi E of SR5 on SRA1A ' (1) ·
'0.25 Mi E of US-1 SR-5 ' (1) ·
'1 Mile East of I-95 ' (1) ·
'1.3 MI N OF STUART INTRCH' (1) ·
'I-95 / Donald Ross Rd ' (1) ·
'PUMP STA. AT 20 MI. BEND ' (1) ·
'S of Southrn/Haverhll Int' (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) ·
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 17 results in range #1 to #17.
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