Drilldown: bridge data
From Indian River Lagoon Project
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- Event (169)
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- 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.
'CANAL C-108 ' (1) ·
'CPB20 CANAL ' (1) ·
'Danforth Creek ' (1) ·
'Drainage Ditch ' (1) ·
'E-3 CANAL ' (1) ·
'LWDD E-1 CANAL ' (1) ·
'LWDD E-3 CANAL ' (1) ·
'PGA Blvd SR 786 ' (1) ·
'RELIEF CANAL ' (1) ·
'SR 786 PGA Blvd ' (1) ·
'SR-70 (Okeechobee Rd.) ' (1) ·
'SWEETIE SLOUGH ' (1) ·
'Tillman Canal ' (1) ·
'Turkey Creek ' (1) ·
'W.P.B. Canal (C-51) ' (1)
'EB SR - 714 ' (1) ·
'GOLDFINCH LANE ' (1) ·
'I 95 NB SR 9 ' (1) ·
'JORGENSEN RD ' (1) ·
'Minton Road CR-509' (1) ·
'NB SR-9 (I-95) ' (1) ·
'NORTH MACEDO BLVD ' (1) ·
'PIONEER ROAD ' (1) ·
'PIPER'S GLEN ROAD ' (1) ·
'Port Malabar Bl EB' (1) ·
'SB I 95 SR 9 ' (1) ·
'SB SR-9 ( I-95) ' (1) ·
'SELVITZ RD. ' (1) ·
'SPANISH ISLES BLVD' (1) ·
'SPARROW DRIVE ' (1) ·
'Spotted Fawn Way ' (1) ·
'SR-805 (Dixie Hwy)' (1) ·
'SW GREENRIDGE LANE' (1) ·
'WB Lake Worth Rd. ' (1)
704075 (1) ·
704203 (1) ·
705910 (1) ·
890134 (1) ·
894049 (1) ·
930328 (1) ·
930335 (1) ·
930336 (1) ·
930373 (1) ·
934221 (1) ·
934905 (1) ·
934940 (1) ·
937354 (1) ·
937360 (1) ·
940101 (1) ·
940102 (1) ·
945252 (1) ·
945253 (1) ·
945254 (1)
'.75 miles South of SR-882' (1) ·
'0.1MI N OF SANDPIPER AVE.' (1) ·
'0.2MI E OF US-441 (SR-7) ' (1) ·
'0.2MI N OF NW BAYSHORE BL' (1) ·
'0.2MI S OF N MACEDO BLVD.' (1) ·
'0.3MI W OF RYL PALM BH BL' (1) ·
'0.5 MI WEST OF SR-809 ' (1) ·
'0.5MI W OF NW ST JAMES DR' (1) ·
'0.6MI S of SW96 ST(CR76A)' (1) ·
'1.6 miles East of SR-507 ' (1) ·
'1mi. east of Jog Rd. ' (1) ·
'1mi. N of North Lake Blvd' (1) ·
'1mi. N of Northlake Blvd.' (1) ·
'2.4 mi S of SR-9 ' (1) ·
'2.5 mi East of TPK Exit ' (1) ·
'2mi S of SR-68(Orange Av)' (1) ·
'82FT EAST OF SR-7 ' (1) ·
'At Lake Washington Rd ' (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 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.
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