Drilldown: bridge data
From Indian River Lagoon Project
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- Event (169)
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Use the filters below to narrow your results.
ObjectID:
County 003:
Place 004:
Direction 005e:
Features 006a:
'Danforth Creek ' (1) ·
'E-3 CANAL ' (1) ·
'Indian River IWW ' (1) ·
'Intracoastal Waterway ' (1) ·
'Intracoastal Waterway ' (1) ·
'LWDD E-1 CANAL ' (1) ·
'OKEECHOBEE BLVD ' (1) ·
'PGA Blvd SR 786 ' (1) ·
'Pine Street ' (1) ·
'SR 786 PGA Blvd ' (1) ·
'SR 794 Yamato Rd ' (1) ·
'SR-524 ' (1) ·
'SR-528 ' (1) ·
'SR-70 (Okeechobee Rd.) ' (1) ·
'St Johns River ' (1) ·
'Turkey Creek ' (1)
Critical 006b:
Facility 007:
'AUSTRALIAN AVE NB ' (1) ·
'AUSTRALIAN AVE SB ' (1) ·
'EB SR - 714 ' (1) ·
'EB SR 802 Lake Ave' (1) ·
'I 95 NB ' (1) ·
'I 95 NB SR 9 ' (1) ·
'I 95 SB ' (1) ·
'KIMBERLY BLVD. WB ' (1) ·
'NB SR-9 (I-95) ' (1) ·
'Port Malabar Bl EB' (1) ·
'SB I 95 SR 9 ' (1) ·
'SB SR-9 ( I-95) ' (1) ·
'SR-407 NB ' (1) ·
'SR-528 ' (1) ·
'SR-528 EB ' (1) ·
'SR-528 WB ' (1) ·
'US-192 WB ' (1) ·
'WB Lake Worth Rd. ' (1) ·
'WB SR 802 Lake Ave' (1)
Number 008:
700084 (1) ·
700085 (1) ·
700087 (1) ·
700089 (1) ·
700150 (1) ·
700151 (1) ·
700153 (1) ·
700174 (1) ·
705910 (1) ·
890134 (1) ·
930104 (1) ·
930189 (1) ·
930201 (1) ·
930318 (1) ·
930328 (1) ·
930335 (1) ·
930336 (1) ·
934275 (1) ·
934276 (1) ·
934441 (1) ·
940101 (1) ·
940102 (1)
Location 009:
'0.2MI E OF US-441 (SR-7) ' (1) ·
'0.5MI EAST OF I-95 ' (1) ·
'0.6 MILE WEST OF US-1 ' (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) ·
'2.5 mi East of TPK Exit ' (1) ·
'2mi S of SR-68(Orange Av)' (1) ·
'Just North of Exit 48 ' (1) ·
'Just South of Exit 48 ' (1) ·
'Lake Ave / ICWW ' (1) ·
'Lake Ave. / ICWW ' (1) ·
'SR-407 NB at SR-528 WB ' (1) ·
'SR-528 EB over Pine St. ' (1) ·
'SR-528 EB-St Johns River ' (1) ·
'SR-528 WB over Pine St. ' (1) ·
'SR-528 WB-St Johns River ' (1) ·
'US-192 WB-Indian River ' (1)
Latitude 016:
26225797 (1) ·
26234000 (1) ·
26234020 (1) ·
26365544 (1) ·
26365576 (1) ·
26370912 (1) ·
26422060 (1) ·
26422066 (1) ·
26502240 (1) ·
26502290 (1) ·
27101997 (1) ·
27245645 (1) ·
27245841 (1) ·
28010115 (1) ·
28050339 (1) ·
28240359 (1) ·
28240437 (1) ·
28244125 (1) ·
28244206 (1) ·
28270757 (1) ·
28270988 (1) ·
28271054 (1)
Longitude 017:
80022882 (1) ·
80024618 (1) ·
80035653 (1) ·
80035730 (1) ·
80053485 (1) ·
80053615 (1) ·
80060655 (1) ·
80060720 (1) ·
80074786 (1) ·
80120021 (1) ·
80161483 (1) ·
80231716 (1) ·
80231922 (1) ·
80352988 (1) ·
80354573 (1) ·
80454885 (1) ·
80454886 (1) ·
80493553 (1) ·
80522877 (1) ·
80534962 (1) ·
80534993 (1)
Owner 022:
Built 027: (Click arrow to add another value)
Traffic 029:
Service On 042a:
Service Under 042b:
Kind 043a:
Type 043b:
Length 049:
Width 052:
Deck 058:
Superstructure 059:
Substructure 060:
Channel 061:
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) ·
N/A (1)
Culvert 062:
Inspect Date 090:
Direction 102: (Click arrow to add another value)
Deck Type 107:
Scour 113:
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)
Future 114:
Clearance 116:
Showing below up to 22 results in range #1 to #22.
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