Drilldown: bridge data
From Indian River Lagoon Project
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Use the filters below to narrow your results.
ObjectID:
Date: (Click arrow to add another value)
County 003:
Place 004:
Features 006a:
'ANGLE RD & BELCHER CANAL' (1) ·
'CANAL L-20 ' (1) ·
'CR 812 LANTANA RD ' (1) ·
'CR709 GLADES RD & FEC RR' (1) ·
'DRAINAGE CANAL ' (1) ·
'E-2W CANAL ' (1) ·
'I-95 ' (1) ·
'OUTFALL SLOUGH ' (1) ·
'RIM DITCH CANAL C-24 ' (1) ·
'SR 70 ' (1) ·
'SR 91 TPK ' (1) ·
'SR-524 ' (1) ·
'St Johns River ' (1) ·
'ST LUCIE CANAL ' (1)
Critical 006b:
Facility 007:
'DNLD RS RD E 112.2' (1) ·
'DNLD RS RD W 112.2' (1) ·
'SR 91 TPK SB 131.0' (1) ·
'SR-528 ' (1) ·
'SR-528 EB ' (1) ·
'SR-528 WB ' (1) ·
'SR-91 NB TPK 150.7' (1) ·
'SR-91 TPK NB 131.0' (1) ·
'SR91 NB TPK 142.2 ' (1) ·
'SR91 NB TPK 144.6 ' (1) ·
'SR91 NB TPK 153.1 ' (1) ·
'SR91 NB TPK 157.9 ' (1) ·
'SR91 NB TPK 158.6 ' (1) ·
'SR91 NB TPK 189.1 ' (1) ·
'SR91 NB TPK 91.26 ' (1) ·
'SR91 SB OFF RP81.9' (1) ·
'SR91 SB ON RP 81.9' (1) ·
'SR91 SB TPK 142.2 ' (1) ·
'SR91 SB TPK 144.6 ' (1) ·
'SR91 SB TPK 150.7 ' (1) ·
'SR91 SB TPK 157.9 ' (1) ·
'SR91 SB TPK 158.6 ' (1) ·
'SR91 SB TPK 189.1 ' (1) ·
'SR91 SB TPK 91.26 ' (1)
Number 008:
700084 (1) ·
700153 (1) ·
700197 (1) ·
700198 (1) ·
880060 (1) ·
880068 (1) ·
890066 (1) ·
891000 (1) ·
930381 (1) ·
930419 (1) ·
931002 (1) ·
931003 (1) ·
931007 (1) ·
931008 (1) ·
940049 (1) ·
940057 (1) ·
940058 (1) ·
940073 (1) ·
940076 (1) ·
940082 (1) ·
940083 (1) ·
940104 (1) ·
940105 (1) ·
940135 (1) ·
940951 (1)
Location 009:
'0.25 MI N OF ATLANTIC AVE' (1) ·
'0.37MI N OF SR-712 ' (1) ·
'0.6 MILE WEST OF US-1 ' (1) ·
'0.74 MI N OF ST LUCIE BLV' (1) ·
'1.2MI S PORT ST LUCIE BLV' (1) ·
'1.2MI S PORT ST LUCIE RMP' (1) ·
'1.4 MI S OF OSCEOLA CNTY ' (1) ·
'1.83 MILES N OF SR-68 ' (1) ·
'2.1 M S OF LAKEWORTH INTR' (1) ·
'2.1MI S LAKEWORTH INTERCH' (1) ·
'2.5 MI NORTH OF SR-68 ' (1) ·
'2.53 MI NORTH OF SR-68 ' (1) ·
'2.6 MI SOUTH OF SR-70 ' (1) ·
'2.6 MILES NORTH OF SR-710' (1) ·
'3 MI NORTH OF PGA BLVD ' (1) ·
'3.7 MI S. OF STUART INT. ' (1) ·
'3.7MI S/O STUART INT. ' (1) ·
'N.OF PGA BLVD S.JUPITER ' (1) ·
'SR-528 EB at I-95 ' (1) ·
'SR-528 WB at I-95 ' (1) ·
'SR-528 WB-St Johns River ' (1)
Latitude 016:
26272575 (1) ·
26272647 (1) ·
26352544 (1) ·
26352545 (1) ·
26525829 (1) ·
26525885 (1) ·
27070362 (1) ·
27070395 (1) ·
27154481 (1) ·
27154501 (1) ·
27173677 (1) ·
27173720 (1) ·
27224619 (1) ·
27224640 (1) ·
27244459 (1) ·
27281279 (1) ·
27281300 (1) ·
27283927 (1) ·
27283929 (1) ·
27385917 (1) ·
27385953 (1) ·
28240359 (1) ·
28244169 (1) ·
28244249 (1) ·
28271054 (1)
Longitude 017:
80075174 (1) ·
80075197 (1) ·
80102377 (1) ·
80102433 (1) ·
80103398 (1) ·
80103466 (1) ·
80162916 (1) ·
80162980 (1) ·
80210806 (1) ·
80210855 (1) ·
80221024 (1) ·
80221116 (1) ·
80231097 (1) ·
80231141 (1) ·
80240662 (1) ·
80263496 (1) ·
80263571 (1) ·
80270210 (1) ·
80270308 (1) ·
80454886 (1) ·
80491330 (1) ·
80491332 (1) ·
80513039 (1) ·
80513106 (1) ·
80534993 (1)
Owner 022: (Click arrow to add another value)
Built 027:
Traffic 029:
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) ·
N/A (1) ·
No noticeable or noteworthy deficiencies which affect the condition of the channel. (1)
Culvert 062:
Deterioration or initial disintegration, minor chloride contamination, cracking with some leaching, or spalls on concrete or masonry walls and slabs. Local minor scouring at curtain walls, wingwalls or pipes. Metal culverts have a smooth curvature, non-symmetrical shape, significant corrosion or moderate pitting. (1) ·
N/A (1)
Direction 102: (Click arrow to add another value)
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:
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