Drilldown: bridge data
From Indian River Lagoon Project
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- Event (169)
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ObjectID:
17869 (1) ·
17870 (1) ·
17871 (1) ·
17872 (1) ·
19167 (1) ·
19191 (1) ·
19236 (1) ·
19406 (1) ·
19407 (1) ·
19408 (1) ·
19409 (1) ·
19410 (1) ·
19411 (1) ·
19412 (1) ·
19413 (1) ·
19414 (1) ·
19415 (1) ·
19427 (1) ·
19430 (1) ·
19434 (1) ·
19492 (1) ·
19512 (1) ·
19518 (1) ·
19519 (1) ·
19520 (1) ·
19521 (1)
Status:
Date:
County 003:
Place 004:
Direction 005e:
Features 006a:
'Burns Road ' (1) ·
'C-51 CANAL ' (1) ·
'C-52 Canal ' (1) ·
'CR 782 Linton Blvd ' (1) ·
'Depot Ave & El Rio Canal' (1) ·
'FL TPK (SR-91) ' (1) ·
'Kyoto Gardens Dr ' (1) ·
'Lake Ida Road ' (1) ·
'Lateral C Canal ' (1) ·
'LWDD E- 2W CANAL ' (1) ·
'LWDD E-2E Canal ' (1) ·
'LWDD E-2W CANAL ' (1) ·
'Rowland Canal ' (1) ·
'SR 806 (Atlantic Ave.) ' (1) ·
'SR 806 W Atlantic Avenue' (1) ·
'SW 10th St. Lowson Blvd ' (1) ·
Sawgrass Creek (1) ·
St Johns River (1) ·
St Johns River Relief (1) ·
St. Johns River (1)
Critical 006b:
Facility 007:
'CLINT MOORE RD EB ' (1) ·
'CLINT MOORE RD WB ' (1) ·
'CLINT MOORE RD. EB' (1) ·
'CLINT MOORE RD. WB' (1) ·
'I 95 SR 9 NB ' (1) ·
'I 95 SR 9 SB ' (1) ·
'LYONS ROAD ' (1) ·
'NB I 95 SR 9 ' (1) ·
'NB I-95 (S.R.9) ' (1) ·
'NB I-95 (SR 9) ' (1) ·
'Oslo Rd (CR-606) ' (1) ·
'Roebuck Road ' (1) ·
'SB I 95 SR 9 ' (1) ·
'SB I-95 (SR 9) ' (1) ·
'SR 811 to SB I 95 ' (1) ·
'SR-60 EB ' (1) ·
'West Farms Road ' (1) ·
US-192 EB (1) ·
US-192 WB (1)
Number 008:
700212 (1) ·
700213 (1) ·
700214 (1) ·
700215 (1) ·
880091 (1) ·
884076 (1) ·
894056 (1) ·
930495 (1) ·
930496 (1) ·
930497 (1) ·
930498 (1) ·
930499 (1) ·
930500 (1) ·
930501 (1) ·
930502 (1) ·
930503 (1) ·
930504 (1) ·
930518 (1) ·
930521 (1) ·
930526 (1) ·
934283 (1) ·
934731 (1) ·
934966 (1) ·
934967 (1) ·
934968 (1) ·
934969 (1)
Location 009:
'0.5 mi N of Atlantic Ave ' (1) ·
'1.0 Mi West of Haverhill ' (1) ·
'1.0 Mile West of SR-710 ' (1) ·
'1.5 miles South of SR 806' (1) ·
'1.9 Mi E of US-441 ' (1) ·
'1.9 Mile E of US441 ' (1) ·
'1.9 Miles East of US-441 ' (1) ·
'2Mi. West of CR-512 ' (1) ·
'At CR-611 - 43rd Ave ' (1) ·
'Between N Lake/PGA Blvds ' (1) ·
'Between N Lake/PGA Blvds.' (1) ·
'E Congress Ave & N SR 806' (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) ·
'LYONS ROAD SOUTH OF SR-80' (1) ·
'NW quad SR811/786 intchge' (1) ·
US-192 EB-St Johns Relief (1) ·
US-192 EB-St Johns River (1) ·
US-192 WB - Sawgrass Cr. (1) ·
US-192 WB- St Johns River (1)
Latitude 016:
26243156 (1) ·
26243157 (1) ·
26243219 (1) ·
26243226 (1) ·
26262220 (1) ·
26264870 (1) ·
26274100 (1) ·
26274200 (1) ·
26280900 (1) ·
26281695 (1) ·
26281730 (1) ·
26404575 (1) ·
26441137 (1) ·
26494986 (1) ·
26495114 (1) ·
26504915 (1) ·
27011700 (1) ·
27351435 (1) ·
27382573 (1) ·
28050471 (1) ·
28050547 (1) ·
28052963 (1) ·
28053134 (1)
Longitude 017:
80051800 (1) ·
80051925 (1) ·
80052000 (1) ·
80052100 (1) ·
80052215 (1) ·
80052340 (1) ·
80052450 (1) ·
80054615 (1) ·
80054982 (1) ·
80055205 (1) ·
80080612 (1) ·
80101532 (1) ·
80101536 (1) ·
80101850 (1) ·
80101852 (1) ·
80110316 (1) ·
80254958 (1) ·
80285590 (1) ·
80403784 (1) ·
80450403 (1) ·
80450449 (1) ·
80454978 (1) ·
80494825 (1)
Owner 022:
Built 027: (Click arrow to add another value)
Traffic 029:
Service On 042a:
Service Under 042b:
Kind 043a: (Click arrow to add another value)
Type 043b:
Length 049:
Deck 058:
Superstructure 059:
Substructure 060:
Channel 061: (Click arrow to add another value)
Culvert 062:
Inspect Date 090:
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 by assessment, by calculations or by installation of properly designed countermeasures (1) ·
Bridge foundations determined to be stable for assessed or calculated scour condition. Scour is determined to be within the limits of footing or piles by assessment, 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:
10712 (1) ·
148776 (1) ·
176174 (1) ·
181308 (1) ·
21167 (1) ·
23422 (1) ·
24776 (1) ·
25813 (1) ·
28275 (1) ·
288 (1) ·
29842 (1) ·
7634 (1)
Clearance 116:
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