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:
Route 005d:
Direction 005e:
Features 006a:
'CPB20 CANAL ' (1) ·
'Danforth Creek ' (1) ·
'Drainage Ditch ' (1) ·
'E-3 CANAL ' (1) ·
'Eau Gallie River ' (1) ·
'Elbow Creek ' (1) ·
'LWDD E-1 CANAL ' (1) ·
'LWDD E-3 CANAL ' (1) ·
'Miller Creek ' (1) ·
'MOORES CREEK ' (1) ·
'North Relief Canal ' (1) ·
'PGA Blvd SR 786 ' (1) ·
'RELIEF CANAL ' (1) ·
'SR 786 PGA Blvd ' (1) ·
'SR-70 (Okeechobee Rd.) ' (1) ·
'SWEETIE SLOUGH ' (1) ·
'Trib to Spruce Creek ' (1) ·
'Tributary to Spruce Crk ' (1) ·
'Turkey Creek ' (1)
Critical 006b:
Facility 007:
'EB SR - 714 ' (1) ·
'GOLDFINCH LANE ' (1) ·
'I 95 NB SR 9 ' (1) ·
'INDIAN RIVER DRIVE' (1) ·
'NB SR-9 (I-95) ' (1) ·
'PIONEER ROAD ' (1) ·
'Port Malabar Bl EB' (1) ·
'PURDY LANE ' (1) ·
'SB I 95 SR 9 ' (1) ·
'SB SR-9 ( I-95) ' (1) ·
'SPARROW DRIVE ' (1) ·
'Spotted Fawn Way ' (1) ·
'SW GREENRIDGE LANE' (1) ·
'Tomoka Farms Rd ' (1) ·
'US-1 ' (1) ·
'US-1 (SR-5) NB ' (1) ·
'US-1 (SR-5) SB ' (1) ·
'WB Lake Worth Rd. ' (1)
Number 008:
700007 (1) ·
700008 (1) ·
704203 (1) ·
705910 (1) ·
794007 (1) ·
794008 (1) ·
794045 (1) ·
880004 (1) ·
880029 (1) ·
890134 (1) ·
894049 (1) ·
930328 (1) ·
930335 (1) ·
930336 (1) ·
934221 (1) ·
934322 (1) ·
937354 (1) ·
937360 (1) ·
940020 (1) ·
940101 (1) ·
940102 (1)
Location 009:
'.7 mi S of Taylor Rd ' (1) ·
'0.1MI N OF SANDPIPER AVE.' (1) ·
'0.1MI S of SEAWAY DR A1A ' (1) ·
'0.3MI W OF RYL PALM BH BL' (1) ·
'0.6 mi North of Taylor Rd' (1) ·
'0.6MI S of SW96 ST(CR76A)' (1) ·
'0.9 Mi North of CR-4118 ' (1) ·
'1.6 miles East of SR-507 ' (1) ·
'1MI W of SR809 MIL. TRL ' (1) ·
'1mi. east of Jog Rd. ' (1) ·
'1mi. N of North Lake Blvd' (1) ·
'1mi. N of Northlake Blvd.' (1) ·
'2.5 mi East of TPK Exit ' (1) ·
'2mi S of SR-68(Orange Av)' (1) ·
'3.75 Miles North of SR-60' (1) ·
'82FT EAST OF SR-7 ' (1) ·
'At Lake Washington Rd ' (1) ·
'US-1 over Elbow Creek ' (1) ·
'US-1- Eau Gallie River ' (1)
Latitude 016:
26370912 (1) ·
26384113 (1) ·
26401668 (1) ·
26415887 (1) ·
26421675 (1) ·
26502240 (1) ·
26502290 (1) ·
27044705 (1) ·
27101997 (1) ·
27245645 (1) ·
27245841 (1) ·
27270481 (1) ·
27413285 (1) ·
27413310 (1) ·
28010115 (1) ·
28070512 (1) ·
28072700 (1) ·
28085200 (1) ·
29032507 (1) ·
29042244 (1) ·
29055168 (1)
Longitude 017:
80060655 (1) ·
80060720 (1) ·
80074389 (1) ·
80074786 (1) ·
80120806 (1) ·
80131759 (1) ·
80140096 (1) ·
80161483 (1) ·
80183914 (1) ·
80192498 (1) ·
80231716 (1) ·
80231922 (1) ·
80244777 (1) ·
80244820 (1) ·
80354573 (1) ·
80374336 (1) ·
80375049 (1) ·
80424100 (1) ·
81040532 (1) ·
81040678 (1) ·
81040715 (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 being eroded. River control devices and/or embankment have major damage. Trees and brush restrict the channel. (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:
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)
Future 114:
Clearance 116:
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