Drilldown: bridge data
From Indian River Lagoon Project
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ObjectID:
County 003:
Place 004:
Route 005d:
Features 006a:
'ARCHIES CREEK ' (1) ·
'Belvedere Road ' (1) ·
'C-3 Canal ' (1) ·
'C-52 Canal ' (1) ·
'CANAL ' (1) ·
'CORAL GARDENS OUTFALL ' (1) ·
'Drainage Canal ' (1) ·
'FEC RR(Olympia Overpass)' (1) ·
'FL. TPK. SR-91 ' (1) ·
'Florida Turnpike (SR-91)' (1) ·
'Groover Creek ' (1) ·
'LEVEE NO.8 ' (1) ·
'Little Haw Creek ' (1) ·
'OUTFALL SLOUGH ' (1) ·
'RCA CANAL ' (1) ·
'RELIEF CANAL ' (1) ·
'Salerno Creek ' (1) ·
'SR-91 (Fl. Tpk.) ' (1)
Critical 006b:
Facility 007:
'Airport Road ' (1) ·
'ALLAMANDA BLVD. ' (1) ·
'AUDUBON CSWY ' (1) ·
'Becker Rd. ' (1) ·
'Lake Ida Road ' (1) ·
'Marsh Road ' (1) ·
'NB I 95 SR 9 ' (1) ·
'NB SR-5 (US-1) ' (1) ·
'NORFOLK BLVD. ' (1) ·
'Old Dixie Highway ' (1) ·
'PGA Blvd. (SR 786)' (1) ·
'PROS. FARMS ROAD ' (1) ·
'PROSPERITY FARM RD' (1) ·
'SB SR-5 (US-1) ' (1) ·
'SE Ebbtide Ave. ' (1) ·
'SR-60 EB ' (1) ·
'SR-60 WB ' (1) ·
'SR-714 ' (1) ·
'SR-80WB (Southern)' (1) ·
'SR91 NB TPK 178.03' (1) ·
'SR91 SB TPK 178.03' (1)
Number 008:
794036 (1) ·
794067 (1) ·
794123 (1) ·
794124 (1) ·
880058 (1) ·
880066 (1) ·
880090 (1) ·
880091 (1) ·
890001 (1) ·
890021 (1) ·
890159 (1) ·
894047 (1) ·
894055 (1) ·
930265 (1) ·
930407 (1) ·
930486 (1) ·
934137 (1) ·
934139 (1) ·
934963 (1) ·
936451 (1) ·
937003 (1) ·
941001 (1)
Location 009:
'.06mi E OF LANDS END ROAD' (1) ·
'0.10 MI S of BURNS ROAD ' (1) ·
'0.1Mi E of Tymber Crk Rd.' (1) ·
'0.1MI. E of KANNER HWY ' (1) ·
'0.3 Mi. W of SE Bosko Dr ' (1) ·
'0.4MI N of COVE ROAD ' (1) ·
'0.9 MILE N OF PGA BLVD. ' (1) ·
'1 mile North of SR 80 ' (1) ·
'1.1 miles North of US-92 ' (1) ·
'15 MI S OF SR 60 ' (1) ·
'15 MI SOUTH OF SR 60 ' (1) ·
'1Mi E of CR809/Military T' (1) ·
'2Mi West of CR-512 ' (1) ·
'2Mi. West of CR-512 ' (1) ·
'4.3 mi S of Wltr Brdmn Ln' (1) ·
'4.5 mi S of Wltr Brdmn Ln' (1) ·
'NB SR-5 1mi. S of CR 708 ' (1) ·
'PUMP STA AT 20 MI BEND ' (1) ·
'S SIDE OF RCA/MONET ROAD ' (1) ·
'SB SR-5 1mi. S of CR 708 ' (1) ·
'Tpk/PGA Blvd interchange ' (1) ·
'Turnpike at Stuart exit. ' (1)
Latitude 016:
26282306 (1) ·
26335150 (1) ·
26410722 (1) ·
26412597 (1) ·
26494723 (1) ·
26501410 (1) ·
26502106 (1) ·
26512989 (1) ·
27023798 (1) ·
27023948 (1) ·
27083630 (1) ·
27090600 (1) ·
27094100 (1) ·
27123412 (1) ·
27333350 (1) ·
27333415 (1) ·
27382573 (1) ·
27382633 (1) ·
29043231 (1) ·
29162604 (1) ·
29210415 (1) ·
29211227 (1)
Longitude 017:
80024030 (1) ·
80035976 (1) ·
80041852 (1) ·
80042035 (1) ·
80043826 (1) ·
80062196 (1) ·
80070222 (1) ·
80070240 (1) ·
80074689 (1) ·
80120030 (1) ·
80142967 (1) ·
80181600 (1) ·
80200100 (1) ·
80214953 (1) ·
80403783 (1) ·
80403784 (1) ·
80434234 (1) ·
80434242 (1) ·
81055781 (1) ·
81060905 (1) ·
81074043 (1) ·
81162375 (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: (Click arrow to add another value)
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 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 is scour critical; bridge foundations determined to be unstable for assessed or calculated scour conditions: Scour within limits of footing or piles. Scour below spread-footing base or pile tips. (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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