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.
'Blue Cypress Marsh ' (1) ·
'C-18 Canal ' (1) ·
'CANAL ' (1) ·
'Daytona Canal ' (1) ·
'Drainage Canal ' (1) ·
'Drainage Canal Sand Cut ' (1) ·
'Habitat Connectivity ' (1) ·
'Indian River Relief ' (1) ·
'L-30 CANAL ' (1) ·
'Loxahatchee Slough ' (1) ·
'LWDD LAT CANAL 17 ' (1) ·
'MOORES CREEK ' (1) ·
'Reed Canal ' (1) ·
'St. John's Marsh ' (1) ·
'St. Johns Marsh ' (1) ·
'Turnbull Creek ' (1)
'Ballough Street ' (1) ·
'CONGRESS AVE NB ' (1) ·
'CR-510 WABASSO RD ' (1) ·
'CR-708 ' (1) ·
'EB SR-710 ' (1) ·
'Lantern Park Drive' (1) ·
'MILITARY TRAIL SB ' (1) ·
'NORTH 2ND STREET ' (1) ·
'Oak Lea Drive ' (1) ·
'PGA Blvd (SR786) ' (1) ·
'SR-40 EB ' (1) ·
'SR-40 WB ' (1) ·
'SR-60 EB ' (1) ·
'SR-60 WB ' (1) ·
'US-1 SB ' (1) ·
'US-192 EB ' (1) ·
'US98&441 SR700&15' (1)
700234 (1) ·
790194 (1) ·
790195 (1) ·
790217 (1) ·
795000 (1) ·
796548 (1) ·
796549 (1) ·
880047 (1) ·
880092 (1) ·
880093 (1) ·
880094 (1) ·
880095 (1) ·
894064 (1) ·
930091 (1) ·
930120 (1) ·
930557 (1) ·
934332 (1) ·
934936 (1) ·
945000 (1)
'.3 mi South of Mason Ave ' (1) ·
'0.2 MI N OF ORANGE AVE. ' (1) ·
'0.6Mi S OF CR-812 ' (1) ·
'0.9MI N OF LAKE IDA ROAD ' (1) ·
'1.61mi east of PGA&SR710 ' (1) ·
'1.7 Miles West of I-95 ' (1) ·
'10ft. S/O Reed Canal Rd ' (1) ·
'11.6Mi. E of SR-91 (TPK) ' (1) ·
'12.1Mi. E of SR-91 (TPK) ' (1) ·
'3 Miles West of SR-786 ' (1) ·
'3MI W OF CR-615 ' (1) ·
'4.1Mi N of WPB Canal ' (1) ·
'CR-4078 & Lantern Park Dr' (1) ·
'SR-40 WB - Habitat Connec' (1) ·
'SR-40EB - Habitat Connect' (1) ·
'US-1 SB - Turnbull Creek ' (1) ·
'US-192 EB - Indian Riv ' (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) ·
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 19 results in range #1 to #19.