Drilldown: bridge data
From Indian River Lagoon Project
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ObjectID:
Date: (Click arrow to add another value)
County 003:
Place 004:
Route 005d:
Features 006a:
'Belvedere Road ' (1) ·
'BUCCANEER CANAL ' (1) ·
'BUTTERFLY CANAL ' (1) ·
'C-52 Canal ' (1) ·
'CANAL ' (1) ·
'CANAL E-4 ' (1) ·
'E-1 CANAL ' (1) ·
'E-2-E Canal ' (1) ·
'FEC RR(Olympia Overpass)' (1) ·
'FL. TPK. SR-91 ' (1) ·
'Florida Turnpike (SR-91)' (1) ·
'FLORIDA TURNPIKE SR-91 ' (1) ·
'L-8 CANAL ' (1) ·
'LAKE IDA CANAL ' (1) ·
'LEVEE NO.8 ' (1) ·
'LWDD E-1 CANAL ' (1) ·
'Rose Bay Canal ' (1) ·
'SR-91 (Fl. Tpk.) ' (1)
Critical 006b:
Facility 007:
'Atlantic Ave. ' (1) ·
'Becker Rd. ' (1) ·
'BOB W RD 130TH ST.' (1) ·
'Boynton Beach Blvd' (1) ·
'DATE PALM RD ' (1) ·
'INLET CAY DR. ' (1) ·
'JOG ROAD ' (1) ·
'LAKERIDGE BLVD ' (1) ·
'Main Street ' (1) ·
'MISSION HILL ROAD ' (1) ·
'NB I 95 SR 9 ' (1) ·
'NB SR-5 (US-1) ' (1) ·
'PGA Blvd. (SR 786)' (1) ·
'SB SR-5 (US-1) ' (1) ·
'SR-60 EB ' (1) ·
'SR-60 WB ' (1) ·
'SR-714 ' (1) ·
'SR-80WB (Southern)' (1) ·
'SR806 Atlantic Ave' (1) ·
'SW 22ND WAY ' (1) ·
'WEST LAKE DRIVE ' (1)
Number 008:
794122 (1) ·
880090 (1) ·
880091 (1) ·
890001 (1) ·
890021 (1) ·
890159 (1) ·
930032 (1) ·
930265 (1) ·
930407 (1) ·
930463 (1) ·
930464 (1) ·
930486 (1) ·
934297 (1) ·
934488 (1) ·
934927 (1) ·
935201 (1) ·
935202 (1) ·
935305 (1) ·
935306 (1) ·
936264 (1) ·
936654 (1) ·
941001 (1)
Location 009:
'0.2 MI W OF A1A ' (1) ·
'0.2 mile East of US-1 ' (1) ·
'0.2MI E OF US-441 (SR-7) ' (1) ·
'0.3 Mi. W of SE Bosko Dr ' (1) ·
'0.4 MILE S OF ROYAL PALM ' (1) ·
'0.4M S OF ROYAL PALM ' (1) ·
'0.5 MI S of FOREST HILL ' (1) ·
'1 mile North of SR 80 ' (1) ·
'1.0M S OF OKEECHOBEE BLVD' (1) ·
'100FT E OF SOUTH LAKE DR ' (1) ·
'150 FT E of SW 10TH ST ' (1) ·
'2Mi West of CR-512 ' (1) ·
'2Mi. West of CR-512 ' (1) ·
'300' E of FL Turnpike ' (1) ·
'AT SR-7 (Range Line Rd) ' (1) ·
'Boynton Bch Blvd at SR-7 ' (1) ·
'East of SR 7 on SR 806 ' (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) ·
'Tpk/PGA Blvd interchange ' (1) ·
'Turnpike at Stuart exit. ' (1)
Latitude 016:
26192015 (1) ·
26192465 (1) ·
26235178 (1) ·
26271298 (1) ·
26271300 (1) ·
26290151 (1) ·
26294400 (1) ·
26302557 (1) ·
26314000 (1) ·
26315908 (1) ·
26384803 (1) ·
26410722 (1) ·
26412597 (1) ·
26420393 (1) ·
26502106 (1) ·
27023798 (1) ·
27023948 (1) ·
27094100 (1) ·
27123412 (1) ·
27382573 (1) ·
27382633 (1) ·
29063307 (1)
Longitude 017:
80025576 (1) ·
80035976 (1) ·
80043118 (1) ·
80044085 (1) ·
80044341 (1) ·
80050036 (1) ·
80050169 (1) ·
80070222 (1) ·
80070240 (1) ·
80074689 (1) ·
80085094 (1) ·
80101847 (1) ·
80120027 (1) ·
80121500 (1) ·
80121591 (1) ·
80121800 (1) ·
80181600 (1) ·
80200100 (1) ·
80214953 (1) ·
80403783 (1) ·
80403784 (1) ·
80581706 (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:
Deck Type 107:
Scour 113:
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) ·
Bridge with "unknown" foundation that has not been evaluated for scour. Until risk can be determined, a plan of action should be developed and implemented to reduce the risk to users from abridge failure during and immediately after a flood event. (1)
Future 114:
Clearance 116:
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