Drilldown: bridge data
From Indian River Lagoon Project
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ObjectID:
12137 (1) ·
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County 003:
Place 004:
Route 005d:
Features 006a:
'4th St. and Canal D ' (1) ·
'Belvedere Road ' (1) ·
'C-18 Canal ' (1) ·
'C-52 Canal ' (1) ·
'Canal C-54 ' (1) ·
'CR-3 ' (1) ·
'FEC RR(Olympia Overpass)' (1) ·
'FL. TPK. SR-91 ' (1) ·
'Florida Turnpike (SR-91)' (1) ·
'FLORIDA TURNPIKE SR-91 ' (1) ·
'George King Blvd ' (1) ·
'I-4 ' (1) ·
'I-95 ' (1) ·
'I-95 (SR-9) ' (1) ·
'Indian River Relief ' (1) ·
'LEVEE NO.8 ' (1) ·
'Military Trail & CSX RR ' (1) ·
'OUTFALL SLOUGH ' (1) ·
'SR-524 ' (1) ·
'SR-91 (FL. TPK.) ' (1) ·
'SR-91 (Florida Turnpike)' (1) ·
'US-1 ' (1) ·
George King Blvd (1)
Critical 006b:
Facility 007:
'Babcock Street ' (1) ·
'Becker Rd. ' (1) ·
'EB SR808 Glades Rd' (1) ·
'Fay Blvd. ' (1) ·
'I-95 NB ' (1) ·
'I-95 SB ' (1) ·
'Island Way ' (1) ·
'JOG ROAD ' (1) ·
'NB I 95 SR 9 ' (1) ·
'NB SR-5 (US-1) ' (1) ·
'PGA Blvd. (SR 786)' (1) ·
'Port St. Lucie Bld' (1) ·
'Saxon Blvd EB ' (1) ·
'Saxon Blvd WB ' (1) ·
'SB SR-5 (US-1) ' (1) ·
'SR 9 (I-95) ' (1) ·
'SR-404 EB ' (1) ·
'SR-407 ' (1) ·
'SR-60 EB ' (1) ·
'SR-60 WB ' (1) ·
'SR-714 ' (1) ·
'SR-76(Kanner Hwy )' (1) ·
'SR-80WB (Southern)' (1) ·
'SR-A1A NB ' (1) ·
'SR91 NB TPK 178.03' (1) ·
'SR91 SB TPK 178.03' (1) ·
'US 192 WB ' (1) ·
'US-192 EB ' (1) ·
'WB SR808 Glades Rd' (1) ·
SR-A1A SB (1)
Number 008:
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941001 (1)
Location 009:
'.05 mi N of Indian Rvr Co' (1) ·
'.25mi W OF I-95 ' (1) ·
'0.14MI N of Indiantown Rd' (1) ·
'0.3 Mi. W of SE Bosko Dr ' (1) ·
'1 mile North of SR 80 ' (1) ·
'1.0M S OF OKEECHOBEE BLVD' (1) ·
'15 MI S OF SR 60 ' (1) ·
'15 MI SOUTH OF SR 60 ' (1) ·
'2.0 mi S of SR-60 ' (1) ·
'2Mi West of CR-512 ' (1) ·
'2Mi. West of CR-512 ' (1) ·
'4.2MI NORTH OF SR-528 ' (1) ·
'800 ft West of I 95 ' (1) ·
'Fay Blvd. - I-95 ' (1) ·
'I-95 NB - SR-524 ' (1) ·
'I-95 NB over US-1 ' (1) ·
'I-95 SB - SR-524 ' (1) ·
'I-95 SB over US-1 ' (1) ·
'NB SR-5 1mi. S of CR 708 ' (1) ·
'Port St Lucie / FL TPK. ' (1) ·
'PUMP STA AT 20 MI BEND ' (1) ·
'Saxon Blvd EB - I-4 ' (1) ·
'Saxon Blvd WB - I-4 ' (1) ·
'SB SR-5 1mi. S of CR 708 ' (1) ·
'SR-404 EB over CR-3 ' (1) ·
'SR-A1A - George King Blvd' (1) ·
'Tpk/PGA Blvd interchange ' (1) ·
'Turnpike at Stuart exit. ' (1) ·
'US 192 WB over Indian Riv' (1) ·
'US-192 EB - Indian Riv ' (1) ·
SR-A1A SB- George King (1)
Latitude 016:
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Longitude 017:
80035976 (1) ·
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80434234 (1) ·
80434242 (1) ·
80481496 (1) ·
80481590 (1) ·
80491666 (1) ·
80501889 (1) ·
81075150 (1) ·
81075240 (1) ·
81161842 (1) ·
81161879 (1)
Owner 022:
Built 027:
Traffic 029:
Service On 042a:
Service Under 042b:
Kind 043a:
Type 043b:
Length 049: (Click arrow to add another value)
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 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)
Culvert 062:
Inspect Date 090:
Direction 102:
Rebuilt 106:
Deck Type 107:
Scour 113:
Bridge foundations (including piles) on dry land well above flood water elevations. (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)
Future 114:
Clearance 116:
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