Drilldown: bridge data
From Indian River Lagoon Project
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- Event (169)
- News Link (111)
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- Waterbody (27)
- bridge (13)
- bridge data (1468)
- definition (254)
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Use the filters below to narrow your results.
ObjectID:
County 003:
Place 004:
Route 005d:
Direction 005e:
Features 006a:
'BESSEY CREEK ' (1) ·
'CANAL E-4 ' (1) ·
'Deep Creek ' (1) ·
'FECRR ' (1) ·
'GARDEN CANAL ' (1) ·
'JOANN CANAL ' (1) ·
'Lake Ashby Canal ' (1) ·
'LAKE IDA CANAL ' (1) ·
'LAT CANAL (LK WORTH INT)' (1) ·
'LATERAL A CANAL ' (1) ·
'LATERAL CANAL ' (1) ·
'LWDD LAT CANAL 17 ' (1) ·
'Middle Haw Creek ' (1) ·
'PHIPP CANAL ' (1) ·
'RANGE LINE CANAL ' (1) ·
'Sawgrass Creek ' (1) ·
'SEBASTIAN RIVER PRONG ' (1) ·
'Tide Relief Canal ' (1) ·
'Tomoka River ' (1) ·
'Turnbull Creek ' (1)
Critical 006b:
Facility 007:
'21ST ST SW ' (1) ·
'53RD STREET ' (1) ·
'61ST./PECAN GROVE ' (1) ·
'CAMINO GARDENS BL ' (1) ·
'CONGRESS AVE NB ' (1) ·
'CR-505 ROSELAND RD' (1) ·
'CR-508 (69TH ST.) ' (1) ·
'MISSION HILL ROAD ' (1) ·
'SR 91 TPK RMP 93.5' (1) ·
'SR-40 ' (1) ·
'SR-415 ' (1) ·
'SR-A1A ' (1) ·
'SR91 N/S TPK 126.5' (1) ·
'SR91 N/S TPK 135.6' (1) ·
'SW 22ND WAY ' (1) ·
'US-1 ' (1) ·
'US-1 NB ' (1) ·
'US-192 EB ' (1) ·
'US-92 WB ' (1)
Number 008:
700012 (1) ·
700018 (1) ·
790021 (1) ·
790033 (1) ·
790035 (1) ·
790086 (1) ·
790920 (1) ·
884019 (1) ·
884027 (1) ·
884028 (1) ·
884036 (1) ·
884038 (1) ·
884047 (1) ·
890082 (1) ·
890085 (1) ·
930334 (1) ·
930361 (1) ·
934332 (1) ·
935206 (1) ·
935305 (1) ·
935306 (1)
Location 009:
'0.1MI E of SW 9TH AVE ' (1) ·
'0.6Mi S OF CR-812 ' (1) ·
'1.0MI NORTH OF SR-708 ' (1) ·
'1.1MI Wof CR-615(66th St)' (1) ·
'1.3 MI N OF STUART INTRCH' (1) ·
'1.7MI N OF CR-512 ' (1) ·
'100FT E OF SOUTH LAKE DR ' (1) ·
'150 FT E of SW 10TH ST ' (1) ·
'1MI W OF CR-615 ' (1) ·
'33FT E OF CR-611 43RD AVE' (1) ·
'A1A on Singer Island ' (1) ·
'AT CR-615 (66TH AVE.) ' (1) ·
'LAKE WORTH INTERCHANGE ' (1) ·
'SR-40 over Middle Haw Cr.' (1) ·
'SR-415 - Deep Creek ' (1) ·
'SR-415 - Lake Ashby Canal' (1) ·
'US-1 - FECRR ' (1) ·
'US-1 NB - Turnbull Creek ' (1) ·
'US-192EB - Sawgrass Creek' (1) ·
'US-92 WB-Tomoka River ' (1)
Latitude 016:
26201913 (1) ·
26294400 (1) ·
26302557 (1) ·
26344632 (1) ·
26371314 (1) ·
26490902 (1) ·
27033219 (1) ·
27102733 (1) ·
27335447 (1) ·
27412374 (1) ·
27421622 (1) ·
27431010 (1) ·
27431016 (1) ·
27481770 (1) ·
28053192 (1) ·
28370979 (1) ·
28491441 (1) ·
28535974 (1) ·
28563417 (1) ·
29095111 (1) ·
29143956 (1)
Longitude 017:
80022456 (1) ·
80044085 (1) ·
80044341 (1) ·
80052259 (1) ·
80060914 (1) ·
80101893 (1) ·
80142789 (1) ·
80184796 (1) ·
80255073 (1) ·
80274430 (1) ·
80274529 (1) ·
80284193 (1) ·
80285095 (1) ·
80301990 (1) ·
80483851 (1) ·
80494830 (1) ·
80513571 (1) ·
81052672 (1) ·
81060965 (1) ·
81080270 (1) ·
81133337 (1)
Owner 022:
Built 027:
Traffic 029:
Service On 042a:
Service Under 042b:
Kind 043a: (Click arrow to add another value)
Type 043b:
Length 049:
Width 052:
Deck 058:
Superstructure 059: (Click arrow to add another value)
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: (Click arrow to add another value)
Direction 102:
Rebuilt 106:
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 21 results in range #1 to #21.
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