Drilldown: bridge data
From Indian River Lagoon Project
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ObjectID:
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County 003:
Place 004:
Route 005d:
Features 006a:
'6th Avenue South ' (1) ·
'Belvedere Road ' (1) ·
'C-24 CANAL ' (1) ·
'C-52 Canal ' (1) ·
'F.E.C. Railroad ' (1) ·
'FEC RR(Olympia Overpass)' (1) ·
'FECRR ' (1) ·
'FL. TPK. SR-91 ' (1) ·
'Florida Turnpike (SR-91)' (1) ·
'FLORIDA TURNPIKE SR-91 ' (1) ·
'L-5 Canal ' (1) ·
'Lake Ashby Canal ' (1) ·
'LEVEE NO.8 ' (1) ·
'LWDD C-17 CANAL ' (1) ·
'OUTFALL SLOUGH ' (1) ·
'Palm Beach Canal C-51 ' (1) ·
'Rim Ditch Canal C-24 ' (1) ·
'Spruce Creek ' (1) ·
'SR 806 (Atlantic Ave.) ' (1) ·
'SR 806 W Atlantic Avenue' (1) ·
'SR 91 TPK ' (1) ·
'SR-91 (Fl. Tpk.) ' (1) ·
'TEN MILE CREEK ' (1) ·
'Tillman Canal ' (1) ·
'W Camino Real ' (1) ·
'W. Camino Real ' (1)
Critical 006b:
Facility 007:
'Becker Rd. ' (1) ·
'CARLTON RD (CR613)' (1) ·
'CR-4009 ' (1) ·
'ELEVEN MILE ROAD ' (1) ·
'HOOD RD 110.944 ' (1) ·
'I 95 NB ' (1) ·
'I 95 SB ' (1) ·
'I 95 SR 9 ' (1) ·
'I 95 SR 9 SB ' (1) ·
'JOG ROAD ' (1) ·
'Levee Road ' (1) ·
'Minton Road CR-509' (1) ·
'N. LAKE BLVD EB ' (1) ·
'N. LAKE BLVD WB ' (1) ·
'NB I 95 SR 9 ' (1) ·
'NB I-95 (SR 9) ' (1) ·
'NB SR-5 (US-1) ' (1) ·
'PGA Blvd. (SR 786)' (1) ·
'Robt J Conla Bl EB' (1) ·
'Robt J Conla Bl WB' (1) ·
'SB SR-5 (US-1) ' (1) ·
'SR-415 ' (1) ·
'SR-5/S. Olive Ave.' (1) ·
'SR-60 EB ' (1) ·
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'SR-714 ' (1) ·
'SR-80WB (Southern)' (1) ·
'SR70 EB Okeechobee' (1) ·
'SR70 WB Okeechobee' (1) ·
'SR91 NB TPK 178.03' (1) ·
'SR91 SB TPK 178.03' (1) ·
'US-1 SB ' (1)
Number 008:
704075 (1) ·
704150 (1) ·
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790004 (1) ·
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Location 009:
'.5mi East US1 Lakeworth ' (1) ·
'0.3 Mi. W of SE Bosko Dr ' (1) ·
'0.8 MI S OF SR-70 ' (1) ·
'0.8MI E OF I-95 ' (1) ·
'0.8MI EAST OF I-95 ' (1) ·
'1 Mi So. of SR-421 ' (1) ·
'1 mile North of SR 80 ' (1) ·
'1.0M S OF OKEECHOBEE BLVD' (1) ·
'1.1 mi. N of Broward line' (1) ·
'1.1mil N. of Broward line' (1) ·
'1.35 mi North of SR-516 ' (1) ·
'1.3mi South of 10th Ave N' (1) ·
'1.8 MI N OF PGA BLV/SR786' (1) ·
'14.8 Mi West of US-27 ' (1) ·
'15 MI S OF SR 60 ' (1) ·
'15 MI SOUTH OF SR 60 ' (1) ·
'1mi. West of CR-613 ' (1) ·
'2.1MI S of SR-70 ' (1) ·
'2.4 mi S of SR-9 ' (1) ·
'2Mi West of CR-512 ' (1) ·
'2Mi. West of CR-512 ' (1) ·
'I-95 SR 806 interchange ' (1) ·
'I-95/SR 806 interchange ' (1) ·
'NB SR-5 1mi. S of CR 708 ' (1) ·
'PUMP STA AT 20 MI BEND ' (1) ·
'SB SR-5 1mi. S of CR 708 ' (1) ·
'SR-415 - Lake Ashby Canal' (1) ·
'Tpk/PGA Blvd interchange ' (1) ·
'Turnpike at Stuart exit. ' (1) ·
'US-1 SB over FECRR ' (1)
Latitude 016:
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Longitude 017:
80030866 (1) ·
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80403784 (1) ·
80434234 (1) ·
80434242 (1) ·
80462658 (1) ·
80511310 (1) ·
81013690 (1) ·
81060965 (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 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) ·
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:
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:
Future Year 115: (Click arrow to add another value)
Clearance 116:
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