Drilldown: bridge data
From Indian River Lagoon Project
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- Event (169)
- News Link (111)
- Organization (18)
- Waterbody (27)
- bridge (13)
- bridge data (1468)
- definition (254)
- fips (487)
- repository (98)
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- weblink (123)
Use the filters below to narrow your results.
ObjectID:
County 003:
Place 004:
Features 006a:
'BOYNTON CANAL ' (1) ·
'CANAL E-2-E(BOYN BC INT)' (1) ·
'CANAL E-2-W(BOYN BC INT)' (1) ·
'CR 812 LANTANA RD ' (1) ·
'E-2W CANAL ' (1) ·
'HUNGRYLAND CANAL C-18 ' (1) ·
'I-95 ' (1) ·
'LATERAL CANAL #30 ' (1) ·
'LOXAHATCHEE CREEK ' (1) ·
'Pine Street ' (1) ·
'SR 70 ' (1) ·
'SR 802 LAKE WORTH RD ' (1) ·
'SR 91 TPK ' (1) ·
'SR 91 TPK (PGA BV INT) ' (1) ·
'SR 91 TPK (ST LUCIE INT)' (1) ·
'SR-806 Atlantic Ave ' (1) ·
'SR-91 TPK(GLADES RD INT)' (1) ·
'SR91 TPK (JUPITER INT) ' (1) ·
'US 98-SR 80-WPB Canal ' (1)
Critical 006b:
Facility 007:
'HOOD RD 110.944 ' (1) ·
'SR-528 EB ' (1) ·
'SR-91 TPK NS 81.77' (1) ·
'SR-91TPK NBSB 97.4' (1) ·
'SR91 N/S TPK 115.5' (1) ·
'SR91 N/S TPK 117.5' (1) ·
'SR91 N/S TPK 83.91' (1) ·
'SR91 N/S TPK 87.74' (1) ·
'SR91 N/S TPK 93.3 ' (1) ·
'SR91 NB TPK 109.5 ' (1) ·
'SR91 NB TPK 116.3 ' (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 OFF RP81.9' (1) ·
'SR91 SB ON RP 81.9' (1) ·
'SR91 SB TPK 143.3 ' (1) ·
'SR91 SB TPK 86.85 ' (1) ·
'SR91 SB TPK 87.213' (1) ·
'SR91 SB TPK 91.26 ' (1) ·
'SR91SB ON/OFF 76.4' (1)
Number 008:
700151 (1) ·
700198 (1) ·
930239 (1) ·
930241 (1) ·
930429 (1) ·
930430 (1) ·
930431 (1) ·
930432 (1) ·
930441 (1) ·
930450 (1) ·
931001 (1) ·
931002 (1) ·
931003 (1) ·
931004 (1) ·
931006 (1) ·
931007 (1) ·
931008 (1) ·
931009 (1) ·
931010 (1) ·
931012 (1) ·
931013 (1) ·
940121 (1) ·
940135 (1)
Location 009:
'0.2 MI N OF ST LUCIE BLVD' (1) ·
'0.2 MI S OF MARTIN CO LIN' (1) ·
'0.25 MI N OF ATLANTIC AVE' (1) ·
'0.7 MI NORTH OF SR-804 ' (1) ·
'1.0MI SOUTH OF SR-706 ' (1) ·
'1.8 MI N OF PGA BLV/SR786' (1) ·
'2.0 MILES N OF SR 812 ' (1) ·
'2.1 M S OF LAKEWORTH INTR' (1) ·
'2.12 MI NORTH OF SR-806 ' (1) ·
'2.1MI S LAKEWORTH INTERCH' (1) ·
'2.6 MILES NORTH OF SR-710' (1) ·
'4.3 MI NORTH OF SR-802 ' (1) ·
'5.1 MI SOUTH OF SR-804 ' (1) ·
'6.2 MILES SOUTH OF SR-802' (1) ·
'BOCA RATON INTERCHNG #28 ' (1) ·
'Palm Beach Garden Interch' (1) ·
'SR 91 at Jupiter Interch ' (1) ·
'SR-528 EB at I-95 ' (1) ·
'SR-528 EB over Pine St. ' (1)
Latitude 016:
26222805 (1) ·
26271349 (1) ·
26272575 (1) ·
26272647 (1) ·
26290135 (1) ·
26312802 (1) ·
26313526 (1) ·
26313548 (1) ·
26315179 (1) ·
26322016 (1) ·
26352544 (1) ·
26352545 (1) ·
26370275 (1) ·
26404472 (1) ·
26503846 (1) ·
26515528 (1) ·
26554196 (1) ·
26562145 (1) ·
26571548 (1) ·
27163478 (1) ·
27244459 (1) ·
28244125 (1) ·
28244169 (1)
Longitude 017:
80074430 (1) ·
80074716 (1) ·
80090356 (1) ·
80092080 (1) ·
80095581 (1) ·
80095982 (1) ·
80101517 (1) ·
80101974 (1) ·
80101977 (1) ·
80102125 (1) ·
80102180 (1) ·
80102271 (1) ·
80102293 (1) ·
80102377 (1) ·
80102433 (1) ·
80102528 (1) ·
80102834 (1) ·
80103398 (1) ·
80103466 (1) ·
80213627 (1) ·
80240662 (1) ·
80491330 (1) ·
80493553 (1)
Owner 022: (Click arrow to add another value)
Built 027:
Traffic 029:
Service On 042a:
Service Under 042b:
Kind 043a: (Click arrow to add another value)
Type 043b:
Length 049:
Width 052:
Deck 058:
Superstructure 059: (Click arrow to add another value)
Substructure 060:
Channel 061:
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:
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:
10250 (1) ·
10844 (1) ·
10930 (1) ·
12666 (1) ·
12839 (1) ·
133595 (1) ·
136198 (1) ·
157712 (1) ·
16222 (1) ·
171592 (1) ·
2950 (1) ·
32965 (1) ·
34960 (1) ·
5205 (1) ·
5552 (1) ·
68099 (1) ·
77034 (1) ·
82412 (1)
Clearance 116:
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