Drilldown: bridge data
From Indian River Lagoon Project
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- Event (169)
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- Waterbody (27)
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- bridge data (1468)
- definition (254)
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Use the filters below to narrow your results.
'BOYNTON CANAL C-16 ' (1) ·
'C-15 CANAL ' (1) ·
'C-51 CANAL ' (1) ·
'Clint Moore Road ' (1) ·
'E-1 Canal ' (1) ·
'E-2-E Canal ' (1) ·
'FLORIDA TURNPIKE ' (1) ·
'Lake Ida Canal E-4 ' (1) ·
'LWDD E-1 Canal ' (1) ·
'LWDD E-3 CANAL ' (1) ·
'SR 808 GLADES RD ' (1) ·
'US 98-SR 80-WPB Canal ' (1) ·
Indian River Relief East (1)
'BELVEDERE ROAD ' (1) ·
'BIG BLUE TRACE ' (1) ·
'Boynton Bch Blvd. ' (1) ·
'CONGRESS AVE ' (1) ·
'FOREST HILL BLVD. ' (1) ·
'I 95 SR 9 ' (1) ·
'Lake Worth Road ' (1) ·
'PALMETTO PK RD ' (1) ·
'SR-808 (Glades Rd)' (1) ·
'SR-91 (TPK) 78.7 ' (1) ·
'SR-91TPK NBSB 97.4' (1) ·
'SR91 N/S TPK 75.92' (1) ·
SR-520 (1)
700196 (1) ·
930401 (1) ·
930413 (1) ·
930416 (1) ·
930438 (1) ·
930456 (1) ·
930490 (1) ·
931000 (1) ·
931004 (1) ·
934212 (1) ·
934213 (1) ·
934282 (1) ·
934470 (1) ·
934491 (1) ·
934902 (1)
'0.4MI S OF LINTON BLVD ' (1) ·
'0.5 MILE WEST OF JOG RD ' (1) ·
'0.5 MILES WEST OF SR-809 ' (1) ·
'0.8Mi NORTH OF CR-804 ' (1) ·
'2 MI N OF GLADES RD/SR808' (1) ·
'2.7 miles N of SR 806 ' (1) ·
'4.3 MI NORTH OF SR-802 ' (1) ·
'ADJ W SIDE MILITARY TRAIL' (1) ·
'AT SOUTHERN/FORESTHILINTR' (1) ·
'AT SOUTHSIDE OF SR-80 ' (1) ·
'Lake Worth Rd at FL Trnpk' (1) ·
'Lake Worth Rd. at SR-7 ' (1) ·
'SR-808 at SR-7 Boca Raton' (1) ·
'SR-91 FL TPK OVER SR-808 ' (1) ·
SR-520 - Indian River 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 by assessment, 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)
133595 (1) ·
171592 (1) ·
185298 (1) ·
19258 (1) ·
339472 (1) ·
43375 (1) ·
58990 (1) ·
63327 (1) ·
69400 (1) ·
78075 (1) ·
78700 (1) ·
79810 (1) ·
8000 (1) ·
85015 (1)
Showing below up to 15 results in range #1 to #15.
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