Drilldown: bridge data
From Indian River Lagoon Project
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bridge data > 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. 
& Inspect Date 090:
04-17
& Future Year 115:
2039
& Inspect Date 090:
04-17
& Future Year 115:
2039 Use the filters below to narrow your results.
ObjectID:
13754 (1) ·
13766 (1) ·
15137 (1) ·
15139 (1) ·
15160 (1) ·
15163 (1) ·
15170 (1) ·
15176 (1) ·
15182 (1) ·
15207 (1) ·
15209 (1) ·
15210 (1) ·
15211 (1) ·
15212 (1) ·
15213 (1) ·
15214 (1) ·
15219 (1) ·
15270 (1) ·
15277 (1) ·
15578 (1) ·
15590 (1) ·
15647 (1) ·
15737 (1) ·
15818 (1) ·
15882 (1) ·
15931 (1) ·
15944 (1) ·
15956 (1) ·
15966 (1) ·
16036 (1) ·
16062 (1) ·
16063 (1) ·
19453 (1) ·
19539 (1)
County 003:
Place 004:
Route 005d:
Direction 005e:
Features 006a:
'ATLANTIS WATERWAY ' (1) ·
'Boca Inlet ' (1) ·
'C-51/WEST PALM BCH CANAL' (1) ·
'CANAL ' (1) ·
'DANFORTH CREEK ' (1) ·
'DRAINAGE CANAL ' (1) ·
'DRAINAGE DITCH ' (1) ·
'E-3 CANAL ' (1) ·
'EL RIO CANAL ' (1) ·
'Halifax River ' (1) ·
'Intracoastal Waterway ' (1) ·
'Lake Worth Relief ' (1) ·
'LATERAL A CANAL ' (1) ·
'LATERAL CANAL A ' (1) ·
'LWDD E-3 CANAL ' (1) ·
'N RELIEF CANAL ' (1) ·
'NORTH PALM BCH WATERWAY ' (1) ·
'PARK LATERAL CANAL ' (1) ·
'SEBASTIAN RIVER PRONG ' (1) ·
'TRIBUTARY OF MANATEE CRK' (1)
Critical 006b:
Facility 007:
'26TH STREET ' (1) ·
'53RD STREET ' (1) ·
'97 TH STREET ' (1) ·
'A1A ' (1) ·
'BINKS FOREST DRIVE' (1) ·
'Blue Heron Blvd ' (1) ·
'CR 613 (58TH AVE) ' (1) ·
'CR-505 ROSELAND RD' (1) ·
'CR-510 WABASSO RD ' (1) ·
'CR-713 ' (1) ·
'CR-A1A (DIXIE HWY)' (1) ·
'Highbridge Road ' (1) ·
'ISLAND DRIVE ' (1) ·
'LIGHTHOUSE DRIVE ' (1) ·
'Main Street ' (1) ·
'ORANGE TREE DR ' (1) ·
'SR 91 TPK 120.25 ' (1) ·
'SR 91 TPK 137.25 ' (1) ·
'SR A1A ' (1) ·
'SR91 N/S TPK 123.9' (1) ·
'SR91 N/S TPK 124.6' (1) ·
'SR91 N/S TPK 125.2' (1) ·
'SR91 N/S TPK 125.9' (1) ·
'SR91 N/S TPK 139.7' (1) ·
'SR91 N/S TPK 153.7' (1) ·
'SR91 NB TPK 144.6 ' (1) ·
'SR91 SB TPK 144.6 ' (1) ·
'SR91 TPK 134.1 ' (1) ·
'SUNSET TRAIL ' (1) ·
'SW 18TH ST ' (1) ·
'SW 18th STREET EB ' (1) ·
'US 98 (SR 80) ' (1) ·
'US-1 (SR-5) ' (1)
Number 008:
794004 (1) ·
794025 (1) ·
880044 (1) ·
880047 (1) ·
884003 (1) ·
884019 (1) ·
884036 (1) ·
884055 (1) ·
884061 (1) ·
890044 (1) ·
890067 (1) ·
890070 (1) ·
890073 (1) ·
890074 (1) ·
890075 (1) ·
890076 (1) ·
890084 (1) ·
894009 (1) ·
894031 (1) ·
930005 (1) ·
930060 (1) ·
930269 (1) ·
930439 (1) ·
930545 (1) ·
934293 (1) ·
934900 (1) ·
935001 (1) ·
935218 (1) ·
935506 (1) ·
936550 (1) ·
940061 (1) ·
940064 (1) ·
940104 (1) ·
940105 (1)
Location 009:
'0.03 MI W OF ANDREWS AVE ' (1) ·
'0.1MI N OF CLUBHOUSE BLVD' (1) ·
'0.25MI SOUTH OF SR-708 ' (1) ·
'0.2Mi S of COVE RD ' (1) ·
'0.2MI SOUTH OF CR-714 ' (1) ·
'0.3 Mile West of SR-A1A ' (1) ·
'0.3MI E OF PROSPERITY FAR' (1) ·
'0.3MI W OF OLD DIXIE HWY.' (1) ·
'0.45MI NORTH OF SR-708 ' (1) ·
'0.4MI N OF 49TH ST. ' (1) ·
'0.5 Mi W of SR-A1A ' (1) ·
'0.51 MI NORTH OF SR-70 ' (1) ·
'0.51MI SOUTH OF SR-714 ' (1) ·
'0.5mi. East of US-1 ' (1) ·
'0.74 MI N OF ST LUCIE BLV' (1) ·
'0.7MI WEST OF MAPP ROAD ' (1) ·
'0.9MI SOUTH OF SR-708 ' (1) ·
'1.2 mi N Broward Cnty ' (1) ·
'1.6 MI N OF MARTIN CO ' (1) ·
'1.7MI N OF CR-512 ' (1) ·
'2.5MI NORTH OF CO LINE ' (1) ·
'2.6 MI NORTH OF SR-714 ' (1) ·
'3.2MI W OF US-1 ' (1) ·
'3/4 MI North of SR-706 ' (1) ·
'3MI W OF CR-615 ' (1) ·
'6 MI N OF PLM BEACH CO LI' (1) ·
'ADJ W SIDE MILITARY TRAIL' (1) ·
'AT 141st ST ' (1) ·
'AT CR-615 - 66TH AVE ' (1) ·
'AT CR-615 (66TH AVE.) ' (1) ·
'AT US-441 (SOUTHERN BLVD)' (1) ·
'Southern Blvd / E-3 Canal' (1) ·
'SR-A1A East of ICWW ' (1)
Latitude 016:
26194915 (1) ·
26195472 (1) ·
26202096 (1) ·
26281369 (1) ·
26354425 (1) ·
26404080 (1) ·
26405713 (1) ·
26465867 (1) ·
26470126 (1) ·
26490288 (1) ·
26564568 (1) ·
26591077 (1) ·
27012706 (1) ·
27015315 (1) ·
27022544 (1) ·
27030195 (1) ·
27081946 (1) ·
27091847 (1) ·
27092679 (1) ·
27100650 (1) ·
27113920 (1) ·
27133752 (1) ·
27173677 (1) ·
27173720 (1) ·
27250685 (1) ·
27384653 (1) ·
27412374 (1) ·
27413662 (1) ·
27445538 (1) ·
27445662 (1) ·
27461915 (1) ·
27481770 (1) ·
29132317 (1) ·
29243110 (1)
Longitude 017:
80022352 (1) ·
80025351 (1) ·
80033398 (1) ·
80040599 (1) ·
80042082 (1) ·
80050482 (1) ·
80054858 (1) ·
80055088 (1) ·
80074325 (1) ·
80074380 (1) ·
80111608 (1) ·
80111971 (1) ·
80134794 (1) ·
80141121 (1) ·
80142184 (1) ·
80142213 (1) ·
80165077 (1) ·
80172828 (1) ·
80174730 (1) ·
80180137 (1) ·
80193471 (1) ·
80202976 (1) ·
80221024 (1) ·
80221116 (1) ·
80242270 (1) ·
80264603 (1) ·
80274529 (1) ·
80274670 (1) ·
80291224 (1) ·
80301990 (1) ·
80303713 (1) ·
80365155 (1) ·
81010394 (1) ·
81060320 (1)
Owner 022:
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:
Substructure 060:
Channel 061: (Click arrow to add another value)
Culvert 062:
Deterioration or initial disintegration, minor chloride contamination, cracking with some leaching, or spalls on concrete or masonry walls and slabs. Local minor scouring at curtain walls, wingwalls or pipes. Metal culverts have a smooth curvature, non-symmetrical shape, significant corrosion or moderate pitting. (1) ·
N/A (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: (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 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)
Future 114:
Future Year 115: (Click arrow to add another value)
Clearance 116:
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