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) ·
'BIG MUD CREEK ' (1) ·
'BLIND CREEK ' (1) ·
'BRITT CANAL ' (1) ·
'BUTTERFLY CANAL ' (1) ·
'C-18 Canal ' (1) ·
'CANAL ' (1) ·
'CANAL-1 ' (1) ·
'EL RIO CANAL ' (1) ·
'FISHTAIL CANAL ' (1) ·
'L.W.D.D. #10 ' (1) ·
'LATERAL G CANAL ' (1) ·
'Little Haw Creek ' (1) ·
'Middle Haw Creek ' (1) ·
'Reed Canal ' (1) ·
'Taylor Creek(C-25 Canal)' (1) ·
'TEN MILE CREEK ' (1)
'53RD STREET ' (1) ·
'BRITT RD ' (1) ·
'CAMINO GARDENS EB ' (1) ·
'CR-510 WABASSO RD ' (1) ·
'CR-632 (65TH ST.) ' (1) ·
'DATE PALM RD ' (1) ·
'DATE PALM ROAD ' (1) ·
'DAVIS ROAD ' (1) ·
'EB SR-710 ' (1) ·
'ELEVEN MILE ROAD ' (1) ·
'SHINN RD (CR-609A)' (1) ·
'SR-40 ' (1) ·
'SR-5 (U.S. 1) ' (1) ·
'SR-A1A ' (1) ·
'TAYLOR DAIRY ROAD ' (1) ·
'US-1 ' (1)
790012 (1) ·
790018 (1) ·
790019 (1) ·
880040 (1) ·
880047 (1) ·
894000 (1) ·
930120 (1) ·
935202 (1) ·
935203 (1) ·
935209 (1) ·
937201 (1) ·
940003 (1) ·
940004 (1) ·
940009 (1) ·
940027 (1) ·
940038 (1) ·
940043 (1) ·
940068 (1)
'0.03Mi E of CYPRESS WAY ' (1) ·
'0.23 MI N FPL POWER PLANT' (1) ·
'0.3MI N of 10TH AVE N ' (1) ·
'0.3MI S of ROYAL PALM WAY' (1) ·
'0.4M S OF ROYAL PALM ' (1) ·
'0.6MI N OF ANGLE ROAD ' (1) ·
'0.8 MI S OF SR-70 ' (1) ·
'0.83 MI N FPL POWER PLANT' (1) ·
'0.8MI E OF 58TH AVE. ' (1) ·
'1.1 MILES NORTH OF SR-70 ' (1) ·
'1.25mi N of SR-68 ' (1) ·
'100FT N ANGLE RD CR-607A ' (1) ·
'1Mi W of US-1 ' (1) ·
'3 Miles West of SR-786 ' (1) ·
'3MI W OF CR-615 ' (1) ·
'SR-40 - Little Haw Creek ' (1) ·
'SR-40 - Middle Haw Creek ' (1) ·
'US-1 over Reed Canal ' (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)
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 is scour critical; bridge foundations determined to be unstable for assessed or calculated scour conditions: Scour within limits of footing or piles. Scour below spread-footing base or pile tips. (1)
Showing below up to 18 results in range #1 to #18.