Drilldown: bridge data
From Indian River Lagoon Project
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- Event (169)
- News Link (111)
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- bridge data (1468)
- definition (254)
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Use the filters below to narrow your results.
ObjectID:
County 003:
Place 004:
Route 005d:
Direction 005e:
Features 006a:
'C-51/WEST PALM BCH CANAL' (1) ·
'Callalisa Creek ' (1) ·
'Canal - D ' (1) ·
'CANAL E-2-E(BOYN BC INT)' (1) ·
'CANAL E-2-W(BOYN BC INT)' (1) ·
'E-1 CANAL ' (1) ·
'E-4 CANAL ' (1) ·
'Halifax River ' (1) ·
'L-30 CANAL ' (1) ·
'LWDD E-3 CANAL ' (1) ·
'SR 804 BOYNTON BCH BLVD ' (1) ·
'SR 91 TPK ' (1) ·
'SR-91 TPK-DRAINAGE CANAL' (1) ·
'SR-91 TPK/DRAINAGE CANAL' (1) ·
'Thompson River ' (1) ·
'TIDAL CANAL ' (1) ·
'Tide Relief Canal ' (1) ·
'West Palm Beach Canal ' (1) ·
'WILLOUGHBY CREEK ' (1)
Critical 006b:
Facility 007:
'BINKS FOREST DRIVE' (1) ·
'Boynton Bch Blvd. ' (1) ·
'HOOD RD 110.944 ' (1) ·
'INDIAN STREET ' (1) ·
'Military Trail ' (1) ·
'MILITARY TRAIL NB ' (1) ·
'MILITARY TRAIL SB ' (1) ·
'MINER RD. ' (1) ·
'N CENTRAL PARK BLV' (1) ·
'NB US-441 (SR-7) ' (1) ·
'SB US-441 (SR-7) ' (1) ·
'SIMARA STREET ' (1) ·
'SR-44 ' (1) ·
'SR-A1A ' (1) ·
'SR91 N/S TPK 86.95' (1) ·
'SR91 NB TPK 86.69 ' (1) ·
'SR91 NB TPK 86.88 ' (1) ·
'SR91 SB TPK 86.85 ' (1) ·
'SR91 SB TPK 87.213' (1) ·
'SW 18TH ST WB ' (1) ·
'SW 18TH ST. EB ' (1) ·
'US-98 (SR-80) ' (1)
Number 008:
790147 (1) ·
790151 (1) ·
894040 (1) ·
895504 (1) ·
930361 (1) ·
930402 (1) ·
930409 (1) ·
930410 (1) ·
930428 (1) ·
930429 (1) ·
930430 (1) ·
930431 (1) ·
930432 (1) ·
930438 (1) ·
930441 (1) ·
934138 (1) ·
934293 (1) ·
934922 (1) ·
934923 (1) ·
934925 (1) ·
934926 (1) ·
934936 (1) ·
934937 (1) ·
934942 (1)
Location 009:
'0.3MI E of CONGRESS AVE. ' (1) ·
'0.5 MILES WEST OF SR-809 ' (1) ·
'0.6MI N OF PLMTTO PARK RD' (1) ·
'0.7 mi south of PGA Blvd.' (1) ·
'0.7MI E of DIXIE HWY A1A ' (1) ·
'0.9 MI N OF LAKE IDA ROAD' (1) ·
'0.9MI N OF LAKE IDA ROAD ' (1) ·
'0.9MI W OF POWERLINE RD ' (1) ·
'1.8 MI N OF PGA BLV/SR786' (1) ·
'4 miles west of SR 7 ' (1) ·
'6.2 MILES SOUTH OF SR-802' (1) ·
'650FT E OF SEWALLS PT. RD' (1) ·
'A1A on Singer Island ' (1) ·
'A1A-Port Orange Relief ' (1) ·
'AT US-441 (SOUTHERN BLVD)' (1) ·
'SR-44 - Callalisa Creek ' (1) ·
'SR-7 & SR-80 intersection' (1)
Latitude 016:
26195316 (1) ·
26195370 (1) ·
26212592 (1) ·
26212629 (1) ·
26290244 (1) ·
26290245 (1) ·
26312802 (1) ·
26313526 (1) ·
26313548 (1) ·
26314057 (1) ·
26314099 (1) ·
26315179 (1) ·
26332602 (1) ·
26404695 (1) ·
26404846 (1) ·
26405713 (1) ·
26405778 (1) ·
26490902 (1) ·
26494457 (1) ·
26515528 (1) ·
27102110 (1) ·
27111660 (1) ·
29014444 (1) ·
29083964 (1)
Longitude 017:
80022456 (1) ·
80050618 (1) ·
80061936 (1) ·
80072101 (1) ·
80072169 (1) ·
80074430 (1) ·
80075210 (1) ·
80101305 (1) ·
80101307 (1) ·
80101974 (1) ·
80101977 (1) ·
80102132 (1) ·
80102271 (1) ·
80102293 (1) ·
80112090 (1) ·
80120775 (1) ·
80120925 (1) ·
80121064 (1) ·
80121067 (1) ·
80123610 (1) ·
80162947 (1) ·
80172828 (1) ·
80541414 (1) ·
80590233 (1)
Owner 022:
Built 027: (Click arrow to add another value)
Traffic 029:
Service On 042a:
Service Under 042b:
Kind 043a:
Type 043b:
Length 049:
Width 052:
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)
Culvert 062:
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:
Clearance 116:
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