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.
'11th Street Canal ' (1) ·
'BOYNTON CANAL ' (1) ·
'C-51 W.P.B. CANAL ' (1) ·
'CANAL ' (1) ·
'CANAL C-17 ' (1) ·
'Creek ' (1) ·
'DITCH NO. 34 ' (1) ·
'DITCH NO. 46 ' (1) ·
'INTRACOASTAL WATERWAY ' (1) ·
'ITCWD CANAL #1 ' (1) ·
'LATERAL B CANAL ' (1) ·
'NORTH RELIEF CANAL ' (1) ·
'SOUTH RELIEF CANAL ' (1) ·
'SR-91 (Fl. Tpk.) ' (1) ·
'St Johns River ' (1) ·
Six Mile Creek (1)
'16TH ST ' (1) ·
'Alta Drive ' (1) ·
'CR-510 WABASSO RD ' (1) ·
'CR-512 ' (1) ·
'CR-611 (43 AVE) ' (1) ·
'CR-615 (66TH AVE) ' (1) ·
'CRESTWOOD BLVD. ' (1) ·
'DONALD ROSS RD WB ' (1) ·
'Indian Lake Road ' (1) ·
'LYONS ROAD ' (1) ·
'PARK AVE. W. ' (1) ·
'SR-520 WB ' (1) ·
'SR-714 ' (1) ·
'US-98 SR700 US441 ' (1) ·
SR-46 (1)
700194 (1) ·
700200 (1) ·
790801 (1) ·
795503 (1) ·
880006 (1) ·
880041 (1) ·
880042 (1) ·
880045 (1) ·
880047 (1) ·
884066 (1) ·
890159 (1) ·
930465 (1) ·
934160 (1) ·
934164 (1) ·
934296 (1) ·
934953 (1)
'0.1MI S OF OKEECHOBEE BL ' (1) ·
'0.3MI W OF CONGRESS AVE ' (1) ·
'0.6MI N OF CR-606 ' (1) ·
'0.7MI N OF BOYNTON BCH BL' (1) ·
'0.8MI WEST OF US-1 ' (1) ·
'1 MI N OF SR-60 ' (1) ·
'2.3mi N on Indian Lake Rd' (1) ·
'20ft. E of 58th Ave/CR613' (1) ·
'3.7 MILES NORTH OF SR-60 ' (1) ·
'3MI W OF CR-615 ' (1) ·
'At LPGA Blvd. ' (1) ·
'SR-520 WB -St Johns River' (1) ·
'SR-700 CANAL POINT ' (1) ·
'Turnpike at Stuart exit. ' (1) ·
SR-46 over Six Mile Cr (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 assessed or calculated scour condition. Scour is determined to be within the limits of footing or piles by assessment, 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.