Drilldown: bridge data
From Indian River Lagoon Project
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bridge data > Status:
MM 
& Width 052:
10
& Channel 061:
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.
& Width 052:
10
& Channel 061:
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. Use the filters below to narrow your results.
ObjectID:
Status: (Click arrow to add another value)
County 003:
Place 004:
Direction 005e:
Features 006a:
'Blue Lake Equalizer ' (1) ·
'CR-515 & Indian River ' (1) ·
'E-1 CANAL ' (1) ·
'EARMAN RIVER CANAL C-17 ' (1) ·
'INTRACOASTAL WATERWAY ' (1) ·
'LAKE WORTH TRIBUTARY ' (1) ·
'LWDD CANAL E-1 ' (1) ·
'LWDD E-3 CANAL ' (1) ·
'MAPLE CREEK ' (1) ·
'Melbourne-Tillman Canal ' (1) ·
'Miller Creek ' (1) ·
'Nav. Banana River Canal ' (1) ·
'North Relief Canal ' (1) ·
'RELIEF CANAL ' (1) ·
'Samsula Canal ' (1) ·
'SR 91 TPK & CANAL ' (1) ·
'Sweetwater Creek ' (1) ·
'Trib To Turnbull Creek ' (1) ·
'WILLOUGHBY CREEK ' (1)
Critical 006b:
Facility 007:
'CENTRAL PK BL S EB' (1) ·
'CENTRL PK BL S WB' (1) ·
'E. CAMINO REAL ' (1) ·
'E. Minnesota Ave. ' (1) ·
'Emerson Drive ' (1) ·
'Girard Blvd. ' (1) ·
'GOLDFINCH LANE ' (1) ·
'HOLLY DRIVE ' (1) ·
'Hunting Camp Road ' (1) ·
'IBIS WAY ' (1) ·
'MAC ARTHUR BLVD ' (1) ·
'MAPP RD ' (1) ·
'MINUTE MAID RD 165' (1) ·
'N CENTRAL PARK BLV' (1) ·
'PIPER'S GLEN ROAD ' (1) ·
'SE ST LUCIE BLVD ' (1) ·
'SR-528 WB ' (1) ·
'Tomoka Farms Rd ' (1) ·
'US-1 (SR-5) NB ' (1) ·
'US-1 (SR-5) SB ' (1) ·
'Williams Road ' (1)
Number 008:
700015 (1) ·
704016 (1) ·
705906 (1) ·
794008 (1) ·
794014 (1) ·
794019 (1) ·
794063 (1) ·
794185 (1) ·
880004 (1) ·
880029 (1) ·
890102 (1) ·
894033 (1) ·
934408 (1) ·
934920 (1) ·
934921 (1) ·
934922 (1) ·
934923 (1) ·
934940 (1) ·
936801 (1) ·
937000 (1) ·
937002 (1) ·
937354 (1) ·
940059 (1)
Location 009:
'.7 mi S of Taylor Rd ' (1) ·
'0.1 Mi North of Taylor Rd' (1) ·
'0.1 MI S of LIGHTHOUSE DR' (1) ·
'0.1 mi W of Banana Rvr Dr' (1) ·
'0.1MI N OF SANDPIPER AVE.' (1) ·
'0.1MI WEST OF A1A ' (1) ·
'0.25 W of Turnbull Bay Rd' (1) ·
'0.3Mi W of Alt-A1A/SR-811' (1) ·
'0.5 MI WEST OF SR-809 ' (1) ·
'0.5Mi West of Kepler Rd. ' (1) ·
'0.6MI E OF US-1 ' (1) ·
'0.6MI N OF PLMTTO PARK RD' (1) ·
'1 mi North of Malabar Rd ' (1) ·
'1.3 miles South of SR-44 ' (1) ·
'1.9MI S of CR-714 ' (1) ·
'1/2MI S of INDIAN ST. ' (1) ·
'3.75 Miles North of SR-60' (1) ·
'9.38 MI NORTH OF SR-68 ' (1) ·
'AT US-441 (SR-7) ' (1) ·
'AT US-441 SR-7 ' (1) ·
'SR-528 WB - CR-515 ' (1)
Latitude 016:
26202200 (1) ·
26211596 (1) ·
26211635 (1) ·
26212592 (1) ·
26212629 (1) ·
26295449 (1) ·
26382089 (1) ·
26421675 (1) ·
26490130 (1) ·
26492346 (1) ·
27080035 (1) ·
27101012 (1) ·
27290688 (1) ·
27413285 (1) ·
27413310 (1) ·
28004758 (1) ·
28233806 (1) ·
28240489 (1) ·
28592979 (1) ·
29020919 (1) ·
29024857 (1) ·
29042244 (1) ·
29051568 (1)
Longitude 017:
80022643 (1) ·
80043770 (1) ·
80051210 (1) ·
80053044 (1) ·
80075212 (1) ·
80121056 (1) ·
80121064 (1) ·
80121067 (1) ·
80121176 (1) ·
80131759 (1) ·
80161820 (1) ·
80244777 (1) ·
80244820 (1) ·
80333288 (1) ·
80384417 (1) ·
80401219 (1) ·
80444580 (1) ·
80575726 (1) ·
81022736 (1) ·
81040532 (1) ·
81040663 (1) ·
81160318 (1)
Owner 022:
Built 027:
Traffic 029:
Service On 042a:
Service Under 042b:
Kind 043a:
Type 043b:
Length 049:
Width 052: (Click arrow to add another value)
Deck 058:
Superstructure 059:
Substructure 060:
Channel 061: (Click arrow to add another value)
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 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:
Showing below up to 23 results in range #1 to #23.
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