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)
- timeline (19)
- weblink (123)
Use the filters below to narrow your results.
ObjectID:
Status: (Click arrow to add another value)
County 003:
Place 004:
Features 006a:
'CANAL E-2-E(BOYN BC INT)' (1) ·
'CANAL E-2-W(BOYN BC INT)' (1) ·
'CR 812 LANTANA RD ' (1) ·
'CSX Railroad ' (1) ·
'El Rio Canal (E-4) ' (1) ·
'HUNGRYLAND CANAL C-18 ' (1) ·
'I-95 (SR-9) ' (1) ·
'LATERAL CANAL L-5 ' (1) ·
'LWDD E-1 Canal ' (1) ·
'Over D Canal ' (1) ·
'SR 70 ' (1) ·
'SR 802 LAKE WORTH RD ' (1) ·
'SR 808 GLADES RD ' (1) ·
'SR 91 TPK ' (1) ·
'SR 91 TPK (ST LUCIE INT)' (1) ·
'SR-91 (Fla. Turnpike) ' (1) ·
'SR-91 Fl. Tpk ' (1) ·
'SR-91 Turnpike ' (1)
Critical 006b:
Facility 007:
'EB 706 To SB I-95 ' (1) ·
'HOOD RD 110.944 ' (1) ·
'Indiantown Rd. ' (1) ·
'Lake Worth Road ' (1) ·
'Peninsula Corp Dr ' (1) ·
'SR 794 (Yamato Rd)' (1) ·
'SR91 N/S TPK 115.5' (1) ·
'SR91 N/S TPK 75.92' (1) ·
'SR91 N/S TPK 93.3 ' (1) ·
'SR91 N/S TPK 96.55' (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 143.3 ' (1) ·
'SR91 SB TPK 86.85 ' (1) ·
'SR91 SB TPK 87.213' (1) ·
'SR91 SB TPK 91.26 ' (1) ·
'Tangerine Drive ' (1) ·
'WB Okee. Blvd. ' (1)
Number 008:
930015 (1) ·
930239 (1) ·
930374 (1) ·
930384 (1) ·
930413 (1) ·
930416 (1) ·
930417 (1) ·
930429 (1) ·
930430 (1) ·
930431 (1) ·
930432 (1) ·
930441 (1) ·
930442 (1) ·
930443 (1) ·
930447 (1) ·
930800 (1) ·
931001 (1) ·
931002 (1) ·
931003 (1) ·
940121 (1) ·
940135 (1)
Location 009:
'0.2 MI N OF ST LUCIE BLVD' (1) ·
'0.76 MI SOUTH OF SR 80 ' (1) ·
'1.0MI SOUTH OF SR-706 ' (1) ·
'1.3 mile S of Linton Rd. ' (1) ·
'1.3mi. South of Linton ' (1) ·
'1.7mi W Forrest/Tangerine' (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) ·
'2.1MI S LAKEWORTH INTERCH' (1) ·
'2.6 MILES NORTH OF SR-710' (1) ·
'6.2 MILES SOUTH OF SR-802' (1) ·
'E Congress Ave. & W I-95 ' (1) ·
'Lake Worth Rd. at SR-7 ' (1) ·
'SR-704 Over SR-91 ' (1) ·
'SR-91 FL TPK OVER SR-808 ' (1) ·
'Tpk. SR 706 Interchange ' (1) ·
'Tpk. / SR 706 Interchange' (1)
Latitude 016:
25564070 (1) ·
26220464 (1) ·
26233940 (1) ·
26251431 (1) ·
26251444 (1) ·
26312802 (1) ·
26313526 (1) ·
26313548 (1) ·
26315179 (1) ·
26352544 (1) ·
26352545 (1) ·
26370131 (1) ·
26370275 (1) ·
26401030 (1) ·
26410304 (1) ·
26422817 (1) ·
26515528 (1) ·
26554196 (1) ·
26560369 (1) ·
27163478 (1) ·
27244459 (1)
Longitude 017:
80052546 (1) ·
80052717 (1) ·
80055515 (1) ·
80074430 (1) ·
80082635 (1) ·
80090356 (1) ·
80091289 (1) ·
80101495 (1) ·
80101974 (1) ·
80101977 (1) ·
80102169 (1) ·
80102271 (1) ·
80102293 (1) ·
80102377 (1) ·
80102433 (1) ·
80102528 (1) ·
80121646 (1) ·
80162939 (1) ·
80213627 (1) ·
80240662 (1) ·
80901477 (1)
Built 027:
Traffic 029:
Traffic Year 030:
Service On 042a:
Service Under 042b:
Kind 043a:
Type 043b:
Length 049:
Width 052:
Deck 058:
Superstructure 059: (Click arrow to add another value)
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)
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:
Future Year 115: (Click arrow to add another value)
Clearance 116:
Showing below up to 21 results in range #1 to #21.
