Drilldown: bridge data
From Indian River Lagoon Project
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Use the filters below to narrow your results.
ObjectID:
County 003:
Place 004:
Features 006a:
'CR 812 LANTANA RD ' (1) ·
'CR709 GLADES RD & FEC RR' (1) ·
'DRAINAGE CANAL ' (1) ·
'RIM DITCH CANAL C-24 ' (1) ·
'SR 91 TPK ' (1) ·
'SR 91 TPK (ST LUCIE INT)' (1) ·
'SR 91 TPK (STUART INT) ' (1) ·
'SR 91 TPK(FT PIERCE INT)' (1) ·
'SR 91 TPK(OKEECH BV INT)' (1) ·
'SR-91 N/S TPK ' (1) ·
'SR91 TPK (JUPITER INT) ' (1) ·
'ST LUCIE CANAL ' (1)
Critical 006b:
Facility 007:
'CR712 MDWYRD 150.3' (1) ·
'DNLD RS RD E 112.2' (1) ·
'DNLD RS RD W 112.2' (1) ·
'HOOD RD 110.944 ' (1) ·
'SR 91 TPK SB 131.0' (1) ·
'SR-91 NB TPK 150.7' (1) ·
'SR-91 TPK NB 131.0' (1) ·
'SR91 NB TPK 116.3 ' (1) ·
'SR91 NB TPK 142.2 ' (1) ·
'SR91 NB TPK 144.6 ' (1) ·
'SR91 NB TPK 91.26 ' (1) ·
'SR91 On/Off Rmp106' (1) ·
'SR91 SB TPK 100.15' (1) ·
'SR91 SB TPK 134.32' (1) ·
'SR91 SB TPK 142.2 ' (1) ·
'SR91 SB TPK 143.3 ' (1) ·
'SR91 SB TPK 144.6 ' (1) ·
'SR91 SB TPK 150.7 ' (1) ·
'SR91 SB TPK 152.9 ' (1) ·
'SR91 SB TPK 91.26 ' (1) ·
'SR91SB ON/OFF 98.0' (1)
Number 008:
890066 (1) ·
890068 (1) ·
891000 (1) ·
930142 (1) ·
930381 (1) ·
930419 (1) ·
930441 (1) ·
931002 (1) ·
931003 (1) ·
931005 (1) ·
931011 (1) ·
931012 (1) ·
940049 (1) ·
940050 (1) ·
940053 (1) ·
940076 (1) ·
940082 (1) ·
940104 (1) ·
940105 (1) ·
940121 (1) ·
940951 (1)
Location 009:
'0.2 MI N OF ST LUCIE BLVD' (1) ·
'0.37MI N OF SR-712 ' (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) ·
'1.8 MI N OF PGA BLV/SR786' (1) ·
'2.1 M S OF LAKEWORTH INTR' (1) ·
'2.1MI S LAKEWORTH INTERCH' (1) ·
'2.6 MI S OF FT PIER INTCH' (1) ·
'2.6 MI SOUTH OF SR-70 ' (1) ·
'3 MI NORTH OF PGA BLVD ' (1) ·
'3.7 MI S. OF STUART INT. ' (1) ·
'3.7MI S/O STUART INT. ' (1) ·
'500' N OF SR-80 (S.BLVD) ' (1) ·
'FT PIERCE INTERCHANGE ' (1) ·
'N.OF PGA BLVD S.JUPITER ' (1) ·
'SR 91 at Jupiter Interch ' (1) ·
'SR-710 TPK Interchange ' (1) ·
'STUART TPK INTERCHANGE ' (1) ·
'WEST PALM BEACH INTERCH. ' (1)
Latitude 016:
26352544 (1) ·
26352545 (1) ·
26410696 (1) ·
26423954 (1) ·
26481194 (1) ·
26515528 (1) ·
26525829 (1) ·
26525885 (1) ·
26562145 (1) ·
27070362 (1) ·
27070395 (1) ·
27092801 (1) ·
27154481 (1) ·
27154501 (1) ·
27163478 (1) ·
27173677 (1) ·
27173720 (1) ·
27222822 (1) ·
27224619 (1) ·
27224640 (1) ·
27243006 (1)
Longitude 017:
80074430 (1) ·
80075174 (1) ·
80075197 (1) ·
80075297 (1) ·
80081956 (1) ·
80092080 (1) ·
80094590 (1) ·
80102377 (1) ·
80102433 (1) ·
80162916 (1) ·
80162980 (1) ·
80180781 (1) ·
80210806 (1) ·
80210855 (1) ·
80213627 (1) ·
80221024 (1) ·
80221116 (1) ·
80230229 (1) ·
80231097 (1) ·
80231141 (1) ·
80240119 (1)
Owner 022: (Click arrow to add another value)
Built 027:
Lanes 028a: (Click arrow to add another value)
Traffic 029:
Traffic Year 030:
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)
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 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:
Future Year 115:
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