Drilldown: bridge data
From Indian River Lagoon Project
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- Event (169)
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Use the filters below to narrow your results.
ObjectID:
County 003:
Place 004:
Direction 005e:
Features 006a:
'CAMINO CANAL ' (1) ·
'CANAL ' (1) ·
'CANAL N. END LAKE IDA ' (1) ·
'Canal No. 1 (Rim Canal) ' (1) ·
'E-1 CANAL ' (1) ·
'EL RIO (E-4) CANAL ' (1) ·
'El Rio Canal ' (1) ·
'GARDEN CANAL ' (1) ·
'Halifax River IWW ' (1) ·
'JOANN CANAL ' (1) ·
'LATERAL A CANAL ' (1) ·
'Lateral H Canal ' (1) ·
'LWDD E-4 (EL RIO) CANAL ' (1) ·
'QUAIL COVEY ROAD ' (1) ·
'RANGE LINE CANAL ' (1) ·
'SALERNO CREEK ' (1) ·
'SWEETIE SLOUGH ' (1) ·
'WPB Drainage Canal ' (1)
Critical 006b:
Facility 007:
'53rd Street ' (1) ·
'61ST./PECAN GROVE ' (1) ·
'CAMINO GARDENS BL ' (1) ·
'CAMINO GARDENS BLV' (1) ·
'CR-508 (69TH ST.) ' (1) ·
'CR-510 WABASSO RD ' (1) ·
'CYPRESS WAY ' (1) ·
'DIXIE HWY (A1A) ' (1) ·
'I-95 (SR 9) ' (1) ·
'LOWSON BOULEVARD ' (1) ·
'McClure Road ' (1) ·
'N CENTRAL PARK BLV' (1) ·
'NW 20TH ST WB ' (1) ·
'NW 20TH ST. EB ' (1) ·
'PALMETTO PARK RD. ' (1) ·
'S. LAKE DRIVE ' (1) ·
'Spanish River Blvd' (1) ·
'SR-40 ' (1) ·
'SW GREENRIDGE LANE' (1) ·
'Woolbright Road EB' (1) ·
'Woolbright Road WB' (1)
Number 008:
790132 (1) ·
880047 (1) ·
884027 (1) ·
884028 (1) ·
884038 (1) ·
884083 (1) ·
894041 (1) ·
894049 (1) ·
930540 (1) ·
934420 (1) ·
934421 (1) ·
934468 (1) ·
934469 (1) ·
934922 (1) ·
934923 (1) ·
934924 (1) ·
935204 (1) ·
935205 (1) ·
935206 (1) ·
935207 (1) ·
935222 (1) ·
935303 (1) ·
935507 (1) ·
936701 (1)
Location 009:
'0.1MI E of SW 9TH AVE ' (1) ·
'0.1MI S of CAMINO GARDEN ' (1) ·
'0.2 MI W of CONGRESS AVE ' (1) ·
'0.2 MILE E OF SW 9TH AVE ' (1) ·
'0.2MI S of CAMINO GARDEN ' (1) ·
'0.5MI W of N DIXIE HWY ' (1) ·
'0.5MI W of N DIXIE HIGHWY' (1) ·
'0.6MI N OF PLMTTO PARK RD' (1) ·
'0.6MI S of SW96 ST(CR76A)' (1) ·
'0.7MI W OF CONGRESS AVE ' (1) ·
'0.7MI W OF CONGRESS AVE.' (1) ·
'1 mi N Palm Bch Lake Blvd' (1) ·
'1.1MI Wof CR-615(66th St)' (1) ·
'1.5Mi E of Military Trail' (1) ·
'1.6 Miles East of 58th Av' (1) ·
'1MI W OF CR-615 ' (1) ·
'1MI SW OF US-441 ' (1) ·
'200FT N of NW 22ND STR ' (1) ·
'3MI W OF CR-615 ' (1) ·
'AT CR-615 (66TH AVE.) ' (1) ·
'AT SALERNO ROAD AND A1A ' (1) ·
'PALMETTO PK RD US-441 SR7' (1) ·
'SR-40 over IWW ' (1)
Latitude 016:
26201757 (1) ·
26201913 (1) ·
26202088 (1) ·
26202500 (1) ·
26205893 (1) ·
26212592 (1) ·
26212629 (1) ·
26221050 (1) ·
26221083 (1) ·
26231070 (1) ·
26264610 (1) ·
26291118 (1) ·
26304774 (1) ·
26304823 (1) ·
26440030 (1) ·
26481006 (1) ·
27044705 (1) ·
27084441 (1) ·
27412300 (1) ·
27421622 (1) ·
27431010 (1) ·
27431016 (1) ·
27445662 (1) ·
29171420 (1)
Longitude 017:
80044372 (1) ·
80052775 (1) ·
80054082 (1) ·
80054091 (1) ·
80054717 (1) ·
80054787 (1) ·
80055270 (1) ·
80055282 (1) ·
80060114 (1) ·
80060834 (1) ·
80060838 (1) ·
80060914 (1) ·
80114936 (1) ·
80121038 (1) ·
80121064 (1) ·
80121067 (1) ·
80183914 (1) ·
80251400 (1) ·
80274430 (1) ·
80284193 (1) ·
80285095 (1) ·
80303713 (1) ·
80402996 (1) ·
81030614 (1)
Owner 022:
Built 027:
Traffic 029:
Service On 042a:
Service Under 042b:
Kind 043a:
Type 043b:
Length 049: (Click arrow to add another value)
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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