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.
'Boynton Canal C16 ' (1) ·
'C-51 CANAL ' (1) ·
'Creek ' (1) ·
'E-3 Canal ' (1) ·
'El Rio Canal (E-4) ' (1) ·
'Lake Ashby Canal ' (1) ·
'LAKE WORTH TRIBUTARY ' (1) ·
'LATERAL CANAL D ' (1) ·
'LWDD CANAL E-1 ' (1) ·
'LWDD E-1 CANAL ' (1) ·
'MOORES CREEK ' (1) ·
'Rockledge Canal ' (1) ·
'Sawgrass Creek ' (1) ·
'ST LUCIE CANAL ' (1) ·
'Taylor Creek(C-25 Canal)' (1) ·
'Triple box culvert ' (1)
'74TH AVE. ' (1) ·
'CLINT MOORE RD ' (1) ·
'FOREST HILL BLVD. ' (1) ·
'I 95 SR 9 ' (1) ·
'I-95 ' (1) ·
'IBIS WAY ' (1) ·
'NORTH 2ND STREET ' (1) ·
'PIONEER ROAD ' (1) ·
'SR 794 (Yamato Rd)' (1) ·
'SR 91 TPK SB 131.0' (1) ·
'SR-40 ' (1) ·
'SR-415 ' (1) ·
'SR-5 (U.S. 1) ' (1) ·
'SR-808 Glades Road' (1) ·
'US-192 EB ' (1) ·
'US1(SR5) ' (1)
700018 (1) ·
700951 (1) ·
790035 (1) ·
790049 (1) ·
884023 (1) ·
890066 (1) ·
930001 (1) ·
930015 (1) ·
930178 (1) ·
930325 (1) ·
934213 (1) ·
934221 (1) ·
934929 (1) ·
936801 (1) ·
940009 (1) ·
945000 (1)
'0.1MI WEST OF A1A ' (1) ·
'0.2 MI N OF ORANGE AVE. ' (1) ·
'0.5 mi. N of N Lakes Blvd' (1) ·
'0.5 mile West of I-95 ' (1) ·
'0.7 Mi N of Boynton Bch ' (1) ·
'1.15 Mi S of SR-520 ' (1) ·
'1.2 Mi. W of Barberville ' (1) ·
'1.25mi N of SR-68 ' (1) ·
'3.7MI S/O STUART INT. ' (1) ·
'82FT EAST OF SR-7 ' (1) ·
'AT 4TH STREET ' (1) ·
'AT SOUTHERN/FORESTHILINTR' (1) ·
'AT US-441 SR-7 ' (1) ·
'E Congress Ave. & W I-95 ' (1) ·
'SR-415 - Lake Ashby Canal' (1) ·
'US-192EB - Sawgrass 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)
Deterioration or initial disintegration, minor chloride contamination, cracking with some leaching, or spalls on concrete or masonry walls and slabs. Local minor scouring at curtain walls, wingwalls or pipes. Metal culverts have a smooth curvature, non-symmetrical shape, significant corrosion or moderate pitting. (1) ·
N/A (1) ·
Shrinkage cracks, light scaling and insignificant spalling which does not expose reinforcing steel. Insignificant damage caused by drift with no misalignment and not requiring corrective action. Some minor scouring has occured near curtain walls, wingwalls or pipes. Metal culverts have a smooth symmetrical curvature with superficial corrosion and no pitting. (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 16 results in range #1 to #16.