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.
'Belcher Canal (C-25) ' (1) ·
'Canal No. 1 ' (1) ·
'Canal No.1 ' (1) ·
'Danforth Creek ' (1) ·
'E-3 CANAL ' (1) ·
'I-4 ' (1) ·
'Indian River IWW ' (1) ·
'PGA Blvd SR 786 ' (1) ·
'Rim Ditch Canal C-24 ' (1) ·
'Rose Bay ' (1) ·
'Spruce Creek ' (1) ·
'Spruce Creek N Relief ' (1) ·
'Spruce Creek S. Relief ' (1) ·
'SR 786 PGA Blvd ' (1) ·
'SR-70 (Okeechobee Rd.) ' (1) ·
'Tomoka River ' (1) ·
'Turkey Creek ' (1)
'EB SR - 714 ' (1) ·
'I 95 NB SR 9 ' (1) ·
'NB SR-615 ' (1) ·
'NB SR-9 (I-95) ' (1) ·
'Port Malabar Bl EB' (1) ·
'SB I 95 SR 9 ' (1) ·
'SB SR- 615 ' (1) ·
'SB SR-615 ' (1) ·
'SB SR-9 ( I-95) ' (1) ·
'SR-472 WB ' (1) ·
'SR70 WB Okeechobee' (1) ·
'US-1 NB ' (1) ·
'US-1 SB ' (1) ·
'US-192 WB ' (1) ·
'US-1SB ' (1) ·
'WB Lake Worth Rd. ' (1)
700174 (1) ·
705910 (1) ·
790155 (1) ·
790157 (1) ·
790159 (1) ·
790162 (1) ·
790186 (1) ·
790190 (1) ·
890134 (1) ·
930328 (1) ·
930335 (1) ·
930336 (1) ·
940101 (1) ·
940102 (1) ·
940136 (1) ·
940146 (1) ·
940147 (1) ·
940148 (1) ·
940149 (1)
'1.5 mi N of SR 68 ' (1) ·
'1.5 mi. N. of SR 68 ' (1) ·
'1.6 miles East of SR-507 ' (1) ·
'1mi. east of Jog Rd. ' (1) ·
'1mi. N of North Lake Blvd' (1) ·
'1mi. N of Northlake Blvd.' (1) ·
'1mi. West of CR-613 ' (1) ·
'2 mi N. of SR 68 ' (1) ·
'2 Mi. N. of SR 68 ' (1) ·
'2.5 mi East of TPK Exit ' (1) ·
'2mi S of SR-68(Orange Av)' (1) ·
'SR-472 WB over I-4 ' (1) ·
'US-1 NB - Tomoka River ' (1) ·
'US-1 NB over Rose Bay ' (1) ·
'US-1 SB - Spruce Creek ' (1) ·
'US-1 SB-Spruce Creek ' (1) ·
'US-192 WB-Indian River ' (1) ·
'US-1SB - Spruce Cr. S. ' (1)
Bank is beginning to slump. River control devices and embankment protection have widespread minor damage. There is minor stream bed movement evident. Debris is restricting the channel slightly. (1) ·
Bank protection is being eroded. River control devices and/or embankment have major damage. Trees and brush restrict the channel. (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.