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.
'12th Avenue South ' (1) ·
'BOYNTON CANAL ' (1) ·
'C-18 Canal ' (1) ·
'Dirksen Dr ' (1) ·
'Dirksen Drive ' (1) ·
'El Rio Canal (E-4) ' (1) ·
'FECRR - Tymber Crk Rd ' (1) ·
'I-4 ' (1) ·
'LWDD CANAL E-1 ' (1) ·
'LWDD E-1 CANAL ' (1) ·
'Main Canal ' (1) ·
'Padgett Creek ' (1) ·
'SR-520 ' (1) ·
'SR-91 (FL TPK) ' (1) ·
'St Johns River Relief ' (1) ·
'US-1 ' (1)
'CLINT MOORE RD ' (1) ·
'Enterprise Rd. ' (1) ·
'I 95 SR 9 ' (1) ·
'I-4 EB ' (1) ·
'I-4 EB ' (1) ·
'I-4 WB ' (1) ·
'I-95 NB ' (1) ·
'I-95 SB ' (1) ·
'Indiantown Rd. ' (1) ·
'LYONS ROAD ' (1) ·
'PIONEER ROAD ' (1) ·
'SB I-95 (SR-9) ' (1) ·
'SR 794 (Yamato Rd)' (1) ·
'SR-60 Osceola Blvd' (1) ·
'US-192 WB ' (1)
700023 (1) ·
700052 (1) ·
790042 (1) ·
790080 (1) ·
790081 (1) ·
790083 (1) ·
790099 (1) ·
790100 (1) ·
790191 (1) ·
790941 (1) ·
880030 (1) ·
930015 (1) ·
930273 (1) ·
930391 (1) ·
934221 (1) ·
934929 (1) ·
934953 (1) ·
940126 (1)
'.5 mi East of I-95 ' (1) ·
'0.7MI N OF BOYNTON BCH BL' (1) ·
'1 mile North of SR 812 ' (1) ·
'1.5 Mi. S of SR-70 ' (1) ·
'2.25Mi. W of US-1 ' (1) ·
'82FT EAST OF SR-7 ' (1) ·
'AT US-441 SR-7 ' (1) ·
'E Congress Ave. & W I-95 ' (1) ·
'Enterprise Rd. Over I-4 ' (1) ·
'I-4 EB - Dirksen Dr ' (1) ·
'I-4 EB - Padgett Creek ' (1) ·
'I-4 WB - Dirksen Drive ' (1) ·
'I-4 WB - Padgett Creek ' (1) ·
'I-95 NB over FECRR ' (1) ·
'I-95 NB over US-1 ' (1) ·
'I-95 SB - SR-520 ' (1) ·
'I-95 SB over FECRR ' (1) ·
'US-192 WB-St Johns Relief' (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) ·
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 18 results in range #1 to #18.
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