Drilldown: bridge data
From Indian River Lagoon Project
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ObjectID:
County 003:
Place 004:
Direction 005e:
Features 006a:
'B-19 Canal ' (1) ·
'C-37 Canal ' (1) ·
'C-51/WEST PALM BCH CANAL' (1) ·
'Callalisa Creek ' (1) ·
'Canal ' (1) ·
'E-4 CANAL ' (1) ·
'IWW Indian River ' (1) ·
'Lateral C Canal ' (1) ·
'LATERAL E DRAIN CANAL ' (1) ·
'LWDD CANAL E-1 ' (1) ·
'LWDD E-1 Canal ' (1) ·
'LWDD E-3 CANAL ' (1) ·
'N Fork Loxahatchee River' (1) ·
'Rio Mar Bay ' (1) ·
'South Relief Canal ' (1) ·
'SR-91 TPK-DRAINAGE CANAL' (1) ·
'SR-91 TPK/DRAINAGE CANAL' (1) ·
'Thompson River ' (1)
Critical 006b:
Facility 007:
'10TH AVE NORTH ' (1) ·
'27TH STREET ' (1) ·
'5th Street SW ' (1) ·
'Bay Drive ' (1) ·
'BINKS FOREST DRIVE' (1) ·
'CLINT MOORE RD ' (1) ·
'CR605 Old Dixie ' (1) ·
'HYPOLUXO ROAD WB ' (1) ·
'Island Drive ' (1) ·
'Jupiter Boulevard ' (1) ·
'Lake Worth Road ' (1) ·
'Military Trail ' (1) ·
'MINER RD. ' (1) ·
'River Drive ' (1) ·
'SR-44 ' (1) ·
'SW 18TH ST WB ' (1) ·
'SW 18TH ST. EB ' (1) ·
'TEQUESTA DRIVE ' (1) ·
'US-1 (SR-5) ' (1) ·
'Willow Run Blvd. ' (1)
Number 008:
705923 (1) ·
790151 (1) ·
790152 (1) ·
796401 (1) ·
880089 (1) ·
884085 (1) ·
884086 (1) ·
885809 (1) ·
885811 (1) ·
885812 (1) ·
930413 (1) ·
934138 (1) ·
934293 (1) ·
934345 (1) ·
934348 (1) ·
934925 (1) ·
934926 (1) ·
934929 (1) ·
934942 (1) ·
936656 (1) ·
936776 (1)
Location 009:
'.1 Mile W of US-A1A ' (1) ·
'.2mi W of Clyde Morris Bl' (1) ·
'0.1 Mile West of A1A ' (1) ·
'0.2 MILE WEST OF US-1 ' (1) ·
'0.3MI E of CONGRESS AVE. ' (1) ·
'0.7 mi south of PGA Blvd.' (1) ·
'0.9MI W OF MILITARY TRAIL' (1) ·
'0.9MI W OF POWERLINE RD ' (1) ·
'1.0MI W OF MILITARY TRAIL' (1) ·
'1.2MI. W of US-1 ' (1) ·
'1.3 Mi. North of CR-606 ' (1) ·
'100Ft. South of Bay Drive' (1) ·
'2.7 Miles South of SR-60 ' (1) ·
'5th St. SW at CR-611 ' (1) ·
'At Minton Rd. Intersectn ' (1) ·
'AT US-441 (SOUTHERN BLVD)' (1) ·
'AT US-441 SR-7 ' (1) ·
'Lake Worth Rd. at SR-7 ' (1) ·
'SR-44 - Callalisa Creek ' (1) ·
'SR-44 - Indian River ' (1)
Latitude 016:
26195316 (1) ·
26195370 (1) ·
26243117 (1) ·
26323521 (1) ·
26332602 (1) ·
26342072 (1) ·
26370131 (1) ·
26375277 (1) ·
26405713 (1) ·
26494457 (1) ·
26572884 (1) ·
27354064 (1) ·
27361500 (1) ·
27361889 (1) ·
27382700 (1) ·
27382938 (1) ·
27384786 (1) ·
27591500 (1) ·
29012564 (1) ·
29014444 (1) ·
29073249 (1)
Longitude 017:
80024595 (1) ·
80050618 (1) ·
80061282 (1) ·
80061936 (1) ·
80074621 (1) ·
80074641 (1) ·
80101305 (1) ·
80101307 (1) ·
80121251 (1) ·
80121646 (1) ·
80172828 (1) ·
80214090 (1) ·
80214400 (1) ·
80225645 (1) ·
80231300 (1) ·
80240703 (1) ·
80254929 (1) ·
80401800 (1) ·
80541414 (1) ·
80550332 (1) ·
81014619 (1)
Owner 022:
Built 027: (Click arrow to add another value)
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:
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)
Culvert 062:
Inspect Date 090:
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)
Future 114:
Clearance 116:
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