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.
'CAMINO CANAL ' (1) ·
'CANAL ' (1) ·
'EL RIO (E-4) CANAL ' (1) ·
'El Rio Canal ' (1) ·
'GARDEN CANAL ' (1) ·
'JOANN CANAL ' (1) ·
'LATERAL A CANAL ' (1) ·
'Lateral H Canal ' (1) ·
'LWDD E-4 (EL RIO) CANAL ' (1) ·
'RANGE LINE CANAL ' (1) ·
'SALERNO CREEK ' (1) ·
'Spruce Creek ' (1) ·
'SWEETIE SLOUGH ' (1) ·
'Tomoka River ' (1) ·
'WPB Drainage Canal ' (1)
'53rd Street ' (1) ·
'61ST./PECAN GROVE ' (1) ·
'CAMINO GARDENS BL ' (1) ·
'CAMINO GARDENS BLV' (1) ·
'CR-508 (69TH ST.) ' (1) ·
'CR-510 WABASSO RD ' (1) ·
'CYPRESS WAY ' (1) ·
'DIXIE HWY (A1A) ' (1) ·
'I-95 (SR 9) ' (1) ·
'LOWSON BOULEVARD ' (1) ·
'NW 20TH ST WB ' (1) ·
'NW 20TH ST. EB ' (1) ·
'Spanish River Blvd' (1) ·
'SR-40 WB ' (1) ·
'SW GREENRIDGE LANE' (1) ·
'US-1 NB ' (1)
790027 (1) ·
790156 (1) ·
880047 (1) ·
884027 (1) ·
884028 (1) ·
884038 (1) ·
884083 (1) ·
894041 (1) ·
894049 (1) ·
930540 (1) ·
934420 (1) ·
934421 (1) ·
935204 (1) ·
935205 (1) ·
935206 (1) ·
935207 (1) ·
935222 (1) ·
935507 (1)
'0.1MI E of SW 9TH AVE ' (1) ·
'0.1MI S of CAMINO GARDEN ' (1) ·
'0.2 MI W of CONGRESS AVE ' (1) ·
'0.2 MILE E OF SW 9TH AVE ' (1) ·
'0.2MI S of CAMINO GARDEN ' (1) ·
'0.5MI W of N DIXIE HWY ' (1) ·
'0.5MI W of N DIXIE HIGHWY' (1) ·
'0.6MI S of SW96 ST(CR76A)' (1) ·
'1 mi N Palm Bch Lake Blvd' (1) ·
'1.1MI Wof CR-615(66th St)' (1) ·
'1.5Mi E of Military Trail' (1) ·
'1.6 Miles East of 58th Av' (1) ·
'1MI W OF CR-615 ' (1) ·
'3MI W OF CR-615 ' (1) ·
'AT CR-615 (66TH AVE.) ' (1) ·
'AT SALERNO ROAD AND A1A ' (1) ·
'SR-40 WB -Tomoka River ' (1) ·
'US-1 NB - Spruce Creek ' (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 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)
Showing below up to 18 results in range #1 to #18.