Drilldown: bridge data
From Indian River Lagoon Project
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- 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.
'BUCCANEER CANAL ' (1) ·
'BUTTERFLY CANAL ' (1) ·
'C-104 CANAL ' (1) ·
'CAMINO CANAL ' (1) ·
'CANAL C-104 ' (1) ·
'CANAL C-108 ' (1) ·
'CANAL C-24 ' (1) ·
'COLLIER CREEK ' (1) ·
'CPB20 CANAL ' (1) ·
'EL RIO CANAL ' (1) ·
'FISHTAIL CANAL ' (1) ·
'HILLSBORO CANAL L-14 ' (1) ·
'HILLSBORO L-14 CANAL ' (1) ·
'RELIEF CANAL ' (1) ·
'Turkey Creek ' (1)
'CYPRESS WAY ' (1) ·
'DATE PALM RD ' (1) ·
'DATE PALM ROAD ' (1) ·
'DUNN ROAD ' (1) ·
'FLEMING STREET ' (1) ·
'JORGENSEN RD ' (1) ·
'NORTH MACEDO BLVD ' (1) ·
'NW 2ND ST ' (1) ·
'NW 5TH STREET ' (1) ·
'PONCE DE LEON ST ' (1) ·
'Port Malabar Bl EB' (1) ·
'SELVITZ RD. ' (1) ·
'SELVITZ ROAD ' (1) ·
'SOUTH BEND BLVD. ' (1) ·
'SPARROW DRIVE ' (1) ·
'SW 18TH ST ' (1)
705910 (1) ·
885604 (1) ·
930030 (1) ·
930360 (1) ·
935201 (1) ·
935202 (1) ·
935203 (1) ·
935205 (1) ·
935218 (1) ·
937355 (1) ·
937360 (1) ·
945251 (1) ·
945252 (1) ·
945253 (1) ·
945254 (1) ·
945270 (1) ·
945271 (1)
'0.1MI N OF OKEECHOBEE BLV' (1) ·
'0.1MI S of CAMINO GARDEN ' (1) ·
'0.2MI N OF NW BAYSHORE BL' (1) ·
'0.2MI S OF FLORESTA DR ' (1) ·
'0.2MI S OF N MACEDO BLVD.' (1) ·
'0.3MI N of CR 512 ' (1) ·
'0.3MI S of ROYAL PALM WAY' (1) ·
'0.3MI W OF OLD DIXIE HWY.' (1) ·
'0.3MI W OF RYL PALM BH BL' (1) ·
'0.4 MI W of SR-7 (US-441)' (1) ·
'0.4 MILE S OF ROYAL PALM ' (1) ·
'0.4M S OF ROYAL PALM ' (1) ·
'0.5MI S of CR 712 ' (1) ·
'0.5MI S of CR-712 ' (1) ·
'0.5MI W OF NW ST JAMES DR' (1) ·
'1.6 miles East of SR-507 ' (1) ·
'750FT W OF SR-7 (US-441) ' (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 17 results in range #1 to #17.