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:
Critical 006b:
Facility 007:
'DNLD RS RD E 112.2' (1) ·
'DNLD RS RD W 112.2' (1) ·
'EB Spanish Rvr Bvd' (1) ·
'EB SR706 ' (1) ·
'INDIAN RIV BLVD NB' (1) ·
'INDIAN RIV BLVD SB' (1) ·
'SR 91 TPK SB 131.0' (1) ·
'SR 91 TPK SB 153.2' (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 86.69 ' (1) ·
'SR91 NB TPK 86.88 ' (1) ·
'SR91 NB TPK 91.26 ' (1) ·
'SR91 SB TPK 142.2 ' (1) ·
'SR91 SB TPK 144.6 ' (1) ·
'SR91 SB TPK 150.7 ' (1) ·
'SR91 SB TPK 86.85 ' (1) ·
'SR91 SB TPK 87.213' (1) ·
'SR91 SB TPK 91.26 ' (1) ·
'W/B S.R. 704 ' (1) ·
'WB Spanish River ' (1) ·
'WB SR 706 ' (1)
Number 008:
884058 (1) ·
884060 (1) ·
890066 (1) ·
891000 (1) ·
930154 (1) ·
930226 (1) ·
930381 (1) ·
930419 (1) ·
930429 (1) ·
930430 (1) ·
930431 (1) ·
930432 (1) ·
930453 (1) ·
930454 (1) ·
930506 (1) ·
931002 (1) ·
931003 (1) ·
940049 (1) ·
940076 (1) ·
940082 (1) ·
940104 (1) ·
940105 (1) ·
940134 (1) ·
940135 (1) ·
940951 (1)
Location 009:
'0.37MI N OF SR-712 ' (1) ·
'0.4MI N OF SR-60 ' (1) ·
'0.4MI. N OF SR-60 ' (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) ·
'2.1 M S OF LAKEWORTH INTR' (1) ·
'2.1MI S LAKEWORTH INTERCH' (1) ·
'2.6 MI SOUTH OF SR-70 ' (1) ·
'2.6 MILES NORTH OF SR-709' (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) ·
'6.2 MILES SOUTH OF SR-802' (1) ·
'Between SRA1A&SR80 Cswys.' (1) ·
'EB SR800 .2mi West of A1A' (1) ·
'Indiantown Rd./ICW ' (1) ·
'Indiantown Rd/ ICW ' (1) ·
'N.OF PGA BLVD S.JUPITER ' (1) ·
'WB SR800.2Mi west of US-1' (1)
Latitude 016:
26231074 (1) ·
26231130 (1) ·
26312802 (1) ·
26313526 (1) ·
26313548 (1) ·
26315179 (1) ·
26352544 (1) ·
26352545 (1) ·
26422200 (1) ·
26525829 (1) ·
26525885 (1) ·
26560245 (1) ·
26560246 (1) ·
27070362 (1) ·
27070395 (1) ·
27154481 (1) ·
27154501 (1) ·
27173677 (1) ·
27173720 (1) ·
27224619 (1) ·
27224640 (1) ·
27244449 (1) ·
27244459 (1) ·
27392294 (1) ·
27392357 (1)
Longitude 017:
80024000 (1) ·
80041209 (1) ·
80041536 (1) ·
80050063 (1) ·
80075174 (1) ·
80075197 (1) ·
80101974 (1) ·
80101977 (1) ·
80102271 (1) ·
80102293 (1) ·
80102377 (1) ·
80102433 (1) ·
80162916 (1) ·
80162980 (1) ·
80210806 (1) ·
80210855 (1) ·
80221024 (1) ·
80221116 (1) ·
80230306 (1) ·
80230357 (1) ·
80231097 (1) ·
80231141 (1) ·
80240662 (1) ·
80240727 (1)
Owner 022:
Built 027:
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) ·
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) ·
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: (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 is scour critical; bridge foundations determined to be unstable for assessed or calculated scour conditions: Scour within limits of footing or piles. Scour below spread-footing base or pile tips. (1) ·
Bridge not over waterway. (1)
Future 114:
Future Year 115: (Click arrow to add another value)
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