Drilldown: bridge data
From Indian River Lagoon Project
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ObjectID:
12240 (1) ·
13737 (1) ·
15744 (1) ·
15808 (1) ·
15809 (1) ·
15810 (1) ·
15919 (1) ·
15920 (1) ·
16087 (1) ·
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19434 (1)
County 003:
Place 004:
Features 006a:
'Australian Ave and Canal' (1) ·
'Australian Avenue ' (1) ·
'Belvedere Rd to SB I-95 ' (1) ·
'Belvedere Road ' (1) ·
'CR 782 Linton Blvd ' (1) ·
'Depot Ave & El Rio Canal' (1) ·
'E-1 CANAL ' (1) ·
'E-1-E CANAL ' (1) ·
'F.P.F.W.C.D. Canal No. 1' (1) ·
'I-4 ' (1) ·
'I-95 Ramps & CSXRR ' (1) ·
'I-95 Rmp A C D G & CSXRR' (1) ·
'Jog Rd. & Turn Arounds ' (1) ·
'Kyoto Gardens Dr ' (1) ·
'L-5 CANAL ' (1) ·
'LATERAL CANAL L-5 ' (1) ·
'Mercer Ave and CSX RR ' (1) ·
'Ramps A G & C.S.X. RR ' (1) ·
'Ramps A&G/BelvedereRd/RR' (1) ·
'RCA Center Dr & FEC R/R ' (1) ·
'Rowland Canal ' (1) ·
'SFWMD C-51 CANAL ' (1) ·
'SW 10th St. Lowson Blvd ' (1) ·
Indian River Relief East (1)
Critical 006b:
Facility 007:
'I 95 SR 9 NB ' (1) ·
'I 95 SR 9 SB ' (1) ·
'I 95 to PBIA Ramp ' (1) ·
'JOG ROAD ' (1) ·
'JOG ROAD (NB) ' (1) ·
'JOG ROAD (SB) ' (1) ·
'MARINA BLVD. ' (1) ·
'NB I 95 SR 9 ' (1) ·
'NB I-95 to PBIA R ' (1) ·
'PBIA Rp to NB I-95' (1) ·
'PBIA to I-95 Ramp ' (1) ·
'PBIA to SB I-95 ' (1) ·
'Saxon Blvd WB ' (1) ·
'SB I 95 Off Ramp ' (1) ·
'SB I 95 SR 9 ' (1) ·
'SB I 95 to SR 80 ' (1) ·
'SB I-95 to PBIA ' (1) ·
'SR 80/Southern Bvd' (1) ·
'SR 811 to SB I 95 ' (1) ·
'SR 811 to SB I-95 ' (1) ·
'SR-713 (Kings Hwy)' (1) ·
'SR91 N/S TPK 96.55' (1) ·
'West Farms Road ' (1) ·
SR-520 (1)
Number 008:
700196 (1) ·
790166 (1) ·
894056 (1) ·
930447 (1) ·
930477 (1) ·
930479 (1) ·
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930502 (1) ·
930525 (1) ·
930526 (1) ·
934271 (1) ·
934272 (1) ·
934273 (1) ·
934943 (1) ·
934944 (1) ·
940143 (1)
Location 009:
'.5mi So. of St Lucie Blvd' (1) ·
'0.2MI E OF SR-7 (US-441) ' (1) ·
'0.3 mile North of SR 80 ' (1) ·
'0.5 mi N of Atlantic Ave ' (1) ·
'0.6MI S of SOUTHERN BLVD ' (1) ·
'0.76 MI SOUTH OF SR 80 ' (1) ·
'1 mile North of SR 80 ' (1) ·
'1.0 Mile West of SR-710 ' (1) ·
'1.5 miles South of SR 806' (1) ·
'50FT E OF SR-7 (US-441) ' (1) ·
'AT SOUTHERN BLVD. ' (1) ·
'E Congress Ave & S SR 806' (1) ·
'East Tpk & West SR 809 ' (1) ·
'I 95 Over Lowson Blvd ' (1) ·
'NW quad SR811/786 intchge' (1) ·
'PBIA/I-95 Interchange ' (1) ·
'Saxon Blvd WB - I-4 ' (1) ·
'SB Ramp to WPB Airport ' (1) ·
SR-520 - Indian River Relief (1)
Latitude 016:
26195136 (1) ·
26262220 (1) ·
26264870 (1) ·
26280900 (1) ·
26401030 (1) ·
26401260 (1) ·
26401280 (1) ·
26404140 (1) ·
26404380 (1) ·
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26412375 (1) ·
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26412600 (1) ·
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26504600 (1) ·
26504915 (1) ·
27011700 (1) ·
27283673 (1) ·
28212382 (1) ·
28544052 (1)
Longitude 017:
80035976 (1) ·
80040125 (1) ·
80040450 (1) ·
80040574 (1) ·
80040575 (1) ·
80041000 (1) ·
80041281 (1) ·
80041660 (1) ·
80042465 (1) ·
80042805 (1) ·
80052000 (1) ·
80052100 (1) ·
80052215 (1) ·
80052340 (1) ·
80052450 (1) ·
80054600 (1) ·
80054615 (1) ·
80084210 (1) ·
80084271 (1) ·
80084275 (1) ·
80084280 (1) ·
80102169 (1) ·
80115706 (1) ·
80120923 (1) ·
80235569 (1) ·
80285590 (1) ·
80423456 (1) ·
81161842 (1)
Owner 022:
Built 027: (Click arrow to add another value)
Traffic 029:
Service On 042a:
Service Under 042b:
Kind 043a:
Type 043b:
Length 049:
Width 052:
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: (Click arrow to add another value)
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 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) ·
125788 (1) ·
133595 (1) ·
17350 (1) ·
176174 (1) ·
181308 (1) ·
198658 (1) ·
20400 (1) ·
23076 (1) ·
23422 (1) ·
27760 (1) ·
28501 (1) ·
288 (1) ·
30362 (1) ·
5899 (1) ·
61593 (1) ·
62283 (1) ·
73000 (1) ·
78700 (1) ·
8328 (1) ·
9196 (1)
Clearance 116:
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