Drilldown: bridge data
From Indian River Lagoon Project
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ObjectID:
Status:
Date:
County 003:
Place 004:
Features 006a:
'Australian Ave and Canal' (1) ·
'Australian Avenue ' (1) ·
'Belvedere Road ' (1) ·
'Burns Road ' (1) ·
'C-52 Canal ' (1) ·
'CR 782 Linton Blvd ' (1) ·
'Depot Ave & El Rio Canal' (1) ·
'I-95 Ramps & CSXRR ' (1) ·
'I-95 Rmp A C D G & CSXRR' (1) ·
'Kyoto Gardens Dr ' (1) ·
'Lake Ida Road ' (1) ·
'LWDD E- 2W CANAL ' (1) ·
'LWDD E-2W CANAL ' (1) ·
'Mercer Ave and CSX RR ' (1) ·
'RCA Center Dr & FEC R/R ' (1) ·
'SW 10th St. Lowson Blvd ' (1) ·
Sawgrass Creek (1) ·
St Johns River Relief (1) ·
St. Johns River (1)
Critical 006b:
Facility 007:
'CLINT MOORE RD. EB' (1) ·
'CLINT MOORE RD. WB' (1) ·
'I 95 SR 9 SB ' (1) ·
'I 95 to PBIA Ramp ' (1) ·
'NB I 95 SR 9 ' (1) ·
'NB I-95 (S.R.9) ' (1) ·
'NB I-95 to PBIA R ' (1) ·
'PBIA Rp to NB I-95' (1) ·
'PBIA to I-95 Ramp ' (1) ·
'SB I 95 Off Ramp ' (1) ·
'SB I 95 SR 9 ' (1) ·
'SB I-95 (SR 9) ' (1) ·
'SR 811 to SB I 95 ' (1) ·
'SR 811 to SB I-95 ' (1) ·
'SR-60 EB ' (1) ·
US-192 EB (1) ·
US-192 WB (1)
Number 008:
700212 (1) ·
700213 (1) ·
700214 (1) ·
880091 (1) ·
930479 (1) ·
930480 (1) ·
930482 (1) ·
930483 (1) ·
930486 (1) ·
930487 (1) ·
930493 (1) ·
930494 (1) ·
930496 (1) ·
930498 (1) ·
930500 (1) ·
930501 (1) ·
930502 (1) ·
930518 (1) ·
930521 (1) ·
930526 (1) ·
934966 (1) ·
934967 (1)
Location 009:
'0.5 mi N of Atlantic Ave ' (1) ·
'1 mile North of SR 80 ' (1) ·
'1.5 miles South of SR 806' (1) ·
'1.9 Mi E of US-441 ' (1) ·
'1.9 Mile E of US441 ' (1) ·
'2Mi. West of CR-512 ' (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) ·
'NW quad SR811/786 intchge' (1) ·
'PBIA/I-95 Interchange ' (1) ·
'SB Ramp to WPB Airport ' (1) ·
US-192 EB-St Johns Relief (1) ·
US-192 WB - Sawgrass Cr. (1) ·
US-192 WB- St Johns River (1)
Latitude 016:
26243157 (1) ·
26243226 (1) ·
26262220 (1) ·
26264870 (1) ·
26280900 (1) ·
26281730 (1) ·
26411352 (1) ·
26411700 (1) ·
26412225 (1) ·
26412375 (1) ·
26412597 (1) ·
26412600 (1) ·
26413650 (1) ·
26494986 (1) ·
26495114 (1) ·
26504600 (1) ·
26504915 (1) ·
27382573 (1) ·
28050547 (1) ·
28052963 (1) ·
28053134 (1)
Longitude 017:
80035976 (1) ·
80040125 (1) ·
80040450 (1) ·
80040574 (1) ·
80040575 (1) ·
80042465 (1) ·
80042805 (1) ·
80052000 (1) ·
80052100 (1) ·
80052215 (1) ·
80052340 (1) ·
80052450 (1) ·
80054600 (1) ·
80054615 (1) ·
80054982 (1) ·
80055205 (1) ·
80101850 (1) ·
80101852 (1) ·
80403784 (1) ·
80450403 (1) ·
80454978 (1) ·
80494825 (1)
Owner 022:
Built 027: (Click arrow to add another value)
Traffic 029:
10000 (1) ·
101541 (1) ·
104500 (1) ·
114500 (1) ·
13500 (1) ·
16297 (1) ·
4400 (1) ·
4800 (1) ·
5300 (1) ·
5800 (1) ·
6174 (1) ·
85750 (1)
Service On 042a:
Service Under 042b:
Kind 043a:
Type 043b:
Length 049:
Deck 058:
Superstructure 059: (Click arrow to add another value)
Substructure 060:
Channel 061:
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) ·
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 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:
10063 (1) ·
10712 (1) ·
148776 (1) ·
17350 (1) ·
176174 (1) ·
181308 (1) ·
198658 (1) ·
23422 (1) ·
28275 (1) ·
7634 (1) ·
8328 (1) ·
9196 (1)
Clearance 116:
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