Drilldown: bridge data
From Indian River Lagoon Project
Choose a table:
- 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) ·
'C-51 Canal ' (1) ·
'Callalisa Creek ' (1) ·
'CANAL C-24 ' (1) ·
'CR 512 (Fellsmere Rd.) ' (1) ·
'CR-3 ' (1) ·
'Deep Creek ' (1) ·
'I 95 SR 9 ' (1) ·
'I-4 ' (1) ·
'Palmetto Park Road ' (1) ·
'SR 91 TPK ' (1) ·
'SR-421 ' (1) ·
'Tomoka River ' (1) ·
'Tomoka River ' (1) ·
'Turnbull Creek ' (1)
'CR708 125.4 ' (1) ·
'EB SR808 Glades Rd' (1) ·
'Graves Ave ' (1) ·
'Haverhill Rd ' (1) ·
'I 95 NB ' (1) ·
'I 95 SB ' (1) ·
'I-95 NB ' (1) ·
'SOUTH BEND BLVD. ' (1) ·
'SR 9 (I-95) ' (1) ·
'SR-404 WB ' (1) ·
'SR-44 ' (1) ·
'US-1 NB ' (1) ·
'US-1 SB ' (1) ·
'US-17 ' (1) ·
'US-92 EB ' (1) ·
'US-92 WB ' (1) ·
'WB SR808 Glades Rd' (1)
700079 (1) ·
790002 (1) ·
790021 (1) ·
790086 (1) ·
790097 (1) ·
790149 (1) ·
790151 (1) ·
790217 (1) ·
790218 (1) ·
790229 (1) ·
880105 (1) ·
890119 (1) ·
930188 (1) ·
930199 (1) ·
930247 (1) ·
930248 (1) ·
934295 (1) ·
945251 (1)
'0.1 MILE WEST OF I-95 ' (1) ·
'0.2MI S OF FLORESTA DR ' (1) ·
'3.8Mi S of Brevard Cty L ' (1) ·
'Boca Raton ' (1) ·
'Graves Ave over I-4 ' (1) ·
'I-95 NB over SR-421 ' (1) ·
'S of Southrn/Haverhll Int' (1) ·
'SR 808 / I 95 Interchange' (1) ·
'SR 808 I 95 Interchange ' (1) ·
'SR-404 WB over CR-3 ' (1) ·
'SR-44 - Berrys Canal ' (1) ·
'SR-44 - Callalisa Creek ' (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 18 results in range #1 to #18.
View (previous 250 | next 250) (20 | 50 | 100 | 250 | 500)