Drilldown: bridge data
From Indian River Lagoon Project
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- Event (169)
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- definition (254)
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Use the filters below to narrow your results.
'Belvedere Road ' (1) ·
'C-18 Canal ' (1) ·
'E-1 CANAL ' (1) ·
'E-3 Canal ' (1) ·
'Frazier Creek ' (1) ·
'I-95 (SR-9)/CSXRR ' (1) ·
'ICWW ' (1) ·
'ITCWD CANAL #1 ' (1) ·
'Kellers Canal ' (1) ·
'LATERAL CANAL #45 ' (1) ·
'LWDD E-3 Canal ' (1) ·
'SR-68 ' (1) ·
'SR-70 (Okeechobee Rd.) ' (1) ·
'Tillman Canal ' (1)
'CRESTWOOD BLVD. ' (1) ·
'Gateway Blvd. ' (1) ·
'Hypoluxo Rd ' (1) ·
'Indiantown Rd. ' (1) ·
'Minton Road CR-509' (1) ·
'NB I 95 SR 9 ' (1) ·
'NB I-95 (S.R. 9) ' (1) ·
'NB SR-9 (I-95) ' (1) ·
'PALMETTO PARK RD. ' (1) ·
'SB I 95 SR 9 ' (1) ·
'SB I-95 (S.R. 9) ' (1) ·
'SR-5 (US-1) ' (1) ·
'SR-60 ' (1) ·
'SR-808 Glades Road' (1) ·
'SR802 (Lake Worth)' (1) ·
'SR91 N/S TPK 76.17' (1)
704075 (1) ·
880087 (1) ·
890002 (1) ·
930073 (1) ·
930307 (1) ·
930325 (1) ·
930391 (1) ·
930412 (1) ·
930486 (1) ·
930487 (1) ·
934296 (1) ·
934363 (1) ·
934924 (1) ·
940096 (1) ·
940097 (1) ·
940102 (1)
'.4mi. East of Congress ' (1) ·
'.5 mi East of I-95 ' (1) ·
'0.1MI S OF OKEECHOBEE BL ' (1) ·
'0.5 mile West of I-95 ' (1) ·
'0.5MI W of SR-809 Mil Trl' (1) ·
'0.6Mi. W of SR-A1A ' (1) ·
'1 mile North of SR 80 ' (1) ·
'2.4 mi S of SR-9 ' (1) ·
'2mi S of SR-68(Orange Av)' (1) ·
'Hypoluxo Rd over I 95&RR ' (1) ·
'Just North of SR70 on I95' (1) ·
'PALMETTO PK RD US-441 SR7' (1) ·
'SR-5 S of Roosevelt BR ' (1) ·
'SR-91 OVER LAT CANAL 45 ' (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)
107570 (1) ·
113642 (1) ·
171592 (1) ·
18840 (1) ·
19426 (1) ·
198658 (1) ·
29495 (1) ·
30362 (1) ·
36435 (1) ·
40772 (1) ·
47280 (1) ·
50848 (1) ·
51387 (1) ·
65930 (1)
Showing below up to 16 results in range #1 to #16.
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