Drilldown: bridge data
From Indian River Lagoon Project
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Use the filters below to narrow your results.
ObjectID:
County 003:
Place 004:
Route 005d: (Click arrow to add another value)
Direction 005e:
Features 006a:
'B-19 Canal ' (1) ·
'Brando Canal ' (1) ·
'C-51/WEST PALM BCH CANAL' (1) ·
'Canal ' (1) ·
'CSX RAILROAD ' (1) ·
'E-4 CANAL ' (1) ·
'Halifax Canal ' (1) ·
'HAULOVER CANAL ' (1) ·
'I-95 ' (1) ·
'LATERAL A CANAL ' (1) ·
'LATERAL E DRAIN CANAL ' (1) ·
'LWDD CANAL E-1 ' (1) ·
'LWDD CANAL E-3 ' (1) ·
'LWDD E-3 CANAL ' (1) ·
'LWDD L-2 Canal ' (1) ·
'Reed Canal ' (1) ·
'Rockledge Creek ' (1) ·
'SR-91 TPK-DRAINAGE CANAL' (1) ·
'SR-91 TPK/DRAINAGE CANAL' (1) ·
'Turkey Creek ' (1) ·
'Yacht Club Cut ' (1)
Critical 006b:
Facility 007:
'10TH AVE NORTH ' (1) ·
'27TH STREET ' (1) ·
'53RD STREET ' (1) ·
'Barracuda Blvd. ' (1) ·
'BINKS FOREST DRIVE' (1) ·
'Center Avenue ' (1) ·
'Citrus Blvd ' (1) ·
'CLINT MOORE RD ' (1) ·
'COURTENAY PARKWAY ' (1) ·
'Dairy Rd ' (1) ·
'Fifth Street ' (1) ·
'FLORIDA MANGO RD ' (1) ·
'Fox Lake Rd. ' (1) ·
'GUN CLUB RD ' (1) ·
'HYPOLUXO ROAD WB ' (1) ·
'MINER RD. ' (1) ·
'Old Samsula Dr ' (1) ·
'PLM BEACH LAKES BL' (1) ·
'Ranch Rd. ' (1) ·
'Saul Street ' (1) ·
'SW 18TH ST WB ' (1) ·
'SW 18TH ST. EB ' (1) ·
'Tucker Lane ' (1) ·
'Willow Run Blvd. ' (1)
Number 008:
700129 (1) ·
700130 (1) ·
700133 (1) ·
700135 (1) ·
703004 (1) ·
704093 (1) ·
704094 (1) ·
794020 (1) ·
795521 (1) ·
795700 (1) ·
795701 (1) ·
796401 (1) ·
796518 (1) ·
884036 (1) ·
885809 (1) ·
934203 (1) ·
934254 (1) ·
934293 (1) ·
934345 (1) ·
934348 (1) ·
934925 (1) ·
934926 (1) ·
934929 (1) ·
934942 (1) ·
937709 (1)
Location 009:
'.2mi W of Clyde Morris Bl' (1) ·
'0.13mi NW from N Causeway' (1) ·
'0.1mi E of Riverside Dr ' (1) ·
'0.1MI W OF DIXIE HIGHWAY ' (1) ·
'0.2 MILE WEST OF US-1 ' (1) ·
'0.25 Mi. West of SR-405 ' (1) ·
'0.3 mi North of Taylor Rd' (1) ·
'0.3MI E of CONGRESS AVE. ' (1) ·
'0.5MI S OF OKEECHOBEE BLV' (1) ·
'0.9MI W OF MILITARY TRAIL' (1) ·
'0.9MI W OF POWERLINE RD ' (1) ·
'1.0MI W OF MILITARY TRAIL' (1) ·
'1.2 miles South of SR-520' (1) ·
'1MI W OF SR 809 ' (1) ·
'2.5 Miles South of SR-520' (1) ·
'8.6 MILES SOUTH OF US 1 ' (1) ·
'AT CR-615 (66TH AVE.) ' (1) ·
'At Intersection w LPGA BL' (1) ·
'At Reed Canal Road ' (1) ·
'AT US-441 (SOUTHERN BLVD)' (1) ·
'AT US-441 SR-7 ' (1) ·
'Citrus Blvd - I-95 ' (1) ·
'Dairy Rd - I-95 ' (1) ·
'Ranch Rd. - I-95 ' (1)
Latitude 016:
26195316 (1) ·
26195370 (1) ·
26243117 (1) ·
26332602 (1) ·
26342072 (1) ·
26375277 (1) ·
26402673 (1) ·
26405713 (1) ·
26415450 (1) ·
26432857 (1) ·
27384786 (1) ·
27412374 (1) ·
28194733 (1) ·
28204430 (1) ·
28252942 (1) ·
28291149 (1) ·
28350798 (1) ·
28381369 (1) ·
28441095 (1) ·
29004760 (1) ·
29020655 (1) ·
29051124 (1) ·
29073249 (1) ·
29092945 (1) ·
29143174 (1)
Longitude 017:
80032393 (1) ·
80044280 (1) ·
80050618 (1) ·
80074219 (1) ·
80074621 (1) ·
80074641 (1) ·
80101305 (1) ·
80101307 (1) ·
80121251 (1) ·
80172828 (1) ·
80240703 (1) ·
80274529 (1) ·
80451679 (1) ·
80463221 (1) ·
80470960 (1) ·
80491320 (1) ·
80493563 (1) ·
80510496 (1) ·
80512802 (1) ·
80545465 (1) ·
80545924 (1) ·
81003691 (1) ·
81014619 (1) ·
81030053 (1) ·
81042872 (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:
Moderate to major deterioration or disintegration, extensive cracking and leaching or spalls on concrete or masonry walls and slabs. Minor settlement or misalignment. Noticeable scouring or erosion at curtain walls, wingwalls or pipes. Metal culverts have significant distortion and deflection in one section, significant corrosion or deep pitting (1) ·
N/A (1) ·
No noticeable or noteworthy deficiencies which affect the condition of the culvert. Insignificant scrape marks caused by drift. (1) ·
Shrinkage cracks, light scaling and insignificant spalling which does not expose reinforcing steel. Insignificant damage caused by drift with no misalignment and not requiring corrective action. Some minor scouring has occured near curtain walls, wingwalls or pipes. Metal culverts have a smooth symmetrical curvature with superficial corrosion and no pitting. (1)
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) ·
Bridge is scour critical; bridge foundations determined to be unstable for assessed or calculated scour conditions: Scour within limits of footing or piles. Scour below spread-footing base or pile tips. (1) ·
Bridge not over waterway. (1) ·
Bridge with "unknown" foundation that has not been evaluated for scour. Until risk can be determined, a plan of action should be developed and implemented to reduce the risk to users from abridge failure during and immediately after a flood event. (1)
Future 114:
Clearance 116:
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