Drilldown: bridge data
From Indian River Lagoon Project
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- Event (169)
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- definition (254)
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Use the filters below to narrow your results.
ObjectID:
County 003:
Place 004:
Direction 005e:
Features 006a:
'C-51 Canal ' (1) ·
'Canal ' (1) ·
'Canal L-14 ' (1) ·
'CR 782 Linton Blvd ' (1) ·
'Hillsboro Canal ' (1) ·
'L-10 Canal ' (1) ·
'L-12 Canal ' (1) ·
'L-19 Canal ' (1) ·
'OUTFALL CANAL ' (1) ·
'OUTFALL SLOUGH ' (1) ·
'Over D Canal ' (1) ·
'SFWMD L-13 CANAL ' (1) ·
'SR 806 (Atlantic Ave.) ' (1) ·
'SR 806 W Atlantic Avenue' (1) ·
'SW 10th St. Lowson Blvd ' (1) ·
'SWEETIE SLOUGH ' (1)
Critical 006b:
Facility 007:
'Congress Ave. ' (1) ·
'CR-700 ' (1) ·
'I 95 SR 9 SB ' (1) ·
'Levee Road ' (1) ·
'NB I 95 SR 9 ' (1) ·
'NB I-95 (SR 9) ' (1) ·
'Park Road ' (1) ·
'Private Road ' (1) ·
'S. Burnett Rd ' (1) ·
'SB I 95 SR 9 ' (1) ·
'SR91 NB TPK 175.4 ' (1) ·
'SR91 NB TPK 178.03' (1) ·
'SR91 NB TPK 180.16' (1) ·
'SR91 NB TPK 189.1 ' (1) ·
'SR91 SB TPK 175.4 ' (1) ·
'SR91 SB TPK 178.03' (1) ·
'SR91 SB TPK 180.16' (1) ·
'SR91 SB TPK 189.1 ' (1) ·
'SW GREENRIDGE LANE' (1) ·
'Tangerine Drive ' (1)
Number 008:
704193 (1) ·
880057 (1) ·
880058 (1) ·
880059 (1) ·
880060 (1) ·
880065 (1) ·
880066 (1) ·
880067 (1) ·
880068 (1) ·
894049 (1) ·
930085 (1) ·
930163 (1) ·
930499 (1) ·
930500 (1) ·
930501 (1) ·
930502 (1) ·
930503 (1) ·
930504 (1) ·
930800 (1) ·
930801 (1) ·
930805 (1) ·
930806 (1) ·
930807 (1) ·
930812 (1)
Location 009:
'0.5Mi South of 6th Ave S ' (1) ·
'0.6MI S of SW96 ST(CR76A)' (1) ·
'1.0 Mi E of Nob Hill Road' (1) ·
'1.0 Mi South of CR-827 ' (1) ·
'1.4 MI S OF OSCEOLA CNTY ' (1) ·
'1.5 miles South of SR 806' (1) ·
'1.7mi W Forrest/Tangerine' (1) ·
'1.8 MI N OF ST LUCIE CNTY' (1) ·
'13 MI S OF SR 60 ' (1) ·
'13 MI SOUTH OF SR 60 ' (1) ·
'15 MI S OF SR 60 ' (1) ·
'15 MI SOUTH OF SR 60 ' (1) ·
'2.6MI W OF SEMINOLE PRATT' (1) ·
'300FT East of CR-717 ' (1) ·
'4.0 MI NW OF US-441 ' (1) ·
'At Pluckebaum Rd ' (1) ·
'E Congress Ave & S SR 806' (1) ·
'I 95 Over Lowson Blvd ' (1) ·
'I-95 SR 806 interchange ' (1) ·
'I-95/SR 806 interchange ' (1) ·
'INT. OF CR-700 & CR-880 ' (1)
Latitude 016:
26210580 (1) ·
26262220 (1) ·
26264870 (1) ·
26274100 (1) ·
26274200 (1) ·
26354162 (1) ·
26360932 (1) ·
26410304 (1) ·
26410344 (1) ·
26410475 (1) ·
26455204 (1) ·
26484825 (1) ·
27044705 (1) ·
27333342 (1) ·
27333344 (1) ·
27333350 (1) ·
27333412 (1) ·
27333414 (1) ·
27333415 (1) ·
27385917 (1) ·
27385953 (1) ·
28204418 (1)
Longitude 017:
80051800 (1) ·
80051925 (1) ·
80052000 (1) ·
80052100 (1) ·
80052230 (1) ·
80052340 (1) ·
80052450 (1) ·
80162939 (1) ·
80165951 (1) ·
80183914 (1) ·
80210453 (1) ·
80232525 (1) ·
80295638 (1) ·
80334956 (1) ·
80410794 (1) ·
80410799 (1) ·
80423874 (1) ·
80434234 (1) ·
80434242 (1) ·
80454646 (1) ·
80454647 (1) ·
80464729 (1) ·
80513039 (1) ·
80513106 (1)
Owner 022:
Built 027:
Traffic 029: (Click arrow to add another value)
Service On 042a:
Service Under 042b:
Kind 043a:
Type 043b:
Length 049:
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)
Clearance 116:
Showing below up to 24 results in range #1 to #24.
