Drilldown: bridge data
From Indian River Lagoon Project
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- Event (169)
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Use the filters below to narrow your results.
ObjectID:
Status: (Click arrow to add another value)
Date:
County 003:
Place 004:
Features 006a:
'BOYNTON CANAL ' (1) ·
'Clint Moore Road ' (1) ·
'DRAINAGE CANAL ' (1) ·
'DRAINAGE DITCH ' (1) ·
'E-2W CANAL ' (1) ·
'LATERAL CANAL #30 ' (1) ·
'LOXAHATCHEE CREEK ' (1) ·
'OUTFALL SLOUGH ' (1) ·
'SR 91 TPK ' (1) ·
'SR 91 TPK (PGA BV INT) ' (1) ·
'SR 91 TPK (STUART INT) ' (1) ·
'SR 91 TPK & CANAL ' (1) ·
'SR-524 ' (1) ·
'SR-806 Atlantic Ave ' (1) ·
'SR-91 N/S TPK ' (1) ·
'SR-91 TPK(GLADES RD INT)' (1) ·
'SR91 TPK (JUPITER INT) ' (1) ·
'ST LUCIE CANAL ' (1) ·
'US 98-SR 80-WPB Canal ' (1)
Critical 006b:
Facility 007:
'CR68 ORNG AV 156.1' (1) ·
'RDBGH RD 170.14 ' (1) ·
'SR 91 TPK SB 131.0' (1) ·
'SR-528 EB ' (1) ·
'SR-91 (TPK) 78.7 ' (1) ·
'SR-91 TPK NB 131.0' (1) ·
'SR-91 TPK NS 81.77' (1) ·
'SR-91TPK NBSB 97.4' (1) ·
'SR91 N/S TPK 117.5' (1) ·
'SR91 N/S TPK 127.3' (1) ·
'SR91 N/S TPK 139.7' (1) ·
'SR91 N/S TPK 83.91' (1) ·
'SR91 N/S TPK 87.74' (1) ·
'SR91 NB TPK 109.5 ' (1) ·
'SR91 NB TPK 116.3 ' (1) ·
'SR91 NB TPK 189.1 ' (1) ·
'SR91 On/Off Rmp106' (1) ·
'SR91 SB OFF RP81.9' (1) ·
'SR91 SB ON RP 81.9' (1) ·
'SR91 SB TPK 134.32' (1) ·
'SR91 SB TPK 189.1 ' (1) ·
'SR91SB ON/OFF 76.4' (1) ·
'SR91SB ON/OFF 98.0' (1)
Number 008:
700153 (1) ·
880060 (1) ·
880068 (1) ·
890066 (1) ·
890068 (1) ·
890077 (1) ·
891000 (1) ·
930241 (1) ·
930450 (1) ·
931000 (1) ·
931004 (1) ·
931005 (1) ·
931006 (1) ·
931007 (1) ·
931008 (1) ·
931009 (1) ·
931010 (1) ·
931011 (1) ·
931012 (1) ·
931013 (1) ·
940056 (1) ·
940060 (1) ·
940061 (1)
Location 009:
'0.2 MI S OF MARTIN CO LIN' (1) ·
'0.25 MI N OF ATLANTIC AVE' (1) ·
'0.6 MILE WEST OF US-1 ' (1) ·
'0.7 MI NORTH OF SR-804 ' (1) ·
'1.4 MI S OF OSCEOLA CNTY ' (1) ·
'1.6 MI N OF MARTIN CO ' (1) ·
'1.8MI NORTH OF SR-708 ' (1) ·
'2 MI N OF GLADES RD/SR808' (1) ·
'2.12 MI NORTH OF SR-806 ' (1) ·
'2.9 MI N OF SR-70 ' (1) ·
'3.4 MI S INDIAN RIVER CO ' (1) ·
'3.7 MI S. OF STUART INT. ' (1) ·
'3.7MI S/O STUART INT. ' (1) ·
'4.3 MI NORTH OF SR-802 ' (1) ·
'5.1 MI SOUTH OF SR-804 ' (1) ·
'500' N OF SR-80 (S.BLVD) ' (1) ·
'BOCA RATON INTERCHNG #28 ' (1) ·
'Palm Beach Garden Interch' (1) ·
'SR 91 at Jupiter Interch ' (1) ·
'SR-710 TPK Interchange ' (1) ·
'STUART TPK INTERCHANGE ' (1)
Latitude 016:
26222805 (1) ·
26243201 (1) ·
26271349 (1) ·
26272575 (1) ·
26272647 (1) ·
26290135 (1) ·
26322016 (1) ·
26404472 (1) ·
26410696 (1) ·
26481194 (1) ·
26503846 (1) ·
26562145 (1) ·
26571548 (1) ·
27041173 (1) ·
27070362 (1) ·
27070395 (1) ·
27092801 (1) ·
27133752 (1) ·
27265121 (1) ·
27320060 (1) ·
27385917 (1) ·
27385953 (1) ·
28240359 (1)
Longitude 017:
80074716 (1) ·
80075297 (1) ·
80092080 (1) ·
80094590 (1) ·
80095581 (1) ·
80095982 (1) ·
80101517 (1) ·
80101701 (1) ·
80102125 (1) ·
80102180 (1) ·
80102834 (1) ·
80103398 (1) ·
80103466 (1) ·
80144523 (1) ·
80162916 (1) ·
80162980 (1) ·
80180781 (1) ·
80202976 (1) ·
80253838 (1) ·
80363628 (1) ·
80454886 (1) ·
80513039 (1) ·
80513106 (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:
Width 052:
Deck 058:
Superstructure 059:
Substructure 060:
Channel 061: (Click arrow to add another value)
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:
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:
10844 (1) ·
10930 (1) ·
11538 (1) ·
12666 (1) ·
12839 (1) ·
133595 (1) ·
136198 (1) ·
157712 (1) ·
171592 (1) ·
23596 (1) ·
2689 (1) ·
28194 (1) ·
28628 (1) ·
38517 (1) ·
4414 (1) ·
5552 (1) ·
59413 (1) ·
77034 (1) ·
84378 (1)
Showing below up to 23 results in range #1 to #23.
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