Drilldown: bridge data
From Indian River Lagoon Project
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bridge data > Place 004 
:
Belle Glade or
Palm Bay
& 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.
:
Belle Glade or
Palm Bay
& 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:
County 003:
Place 004: (Click arrow to add another value)
Direction 005e:
Features 006a:
'C-59 Canal ' (1) ·
'Canal C-46 ' (1) ·
'Canal C-47 ' (1) ·
'Canal C-48 ' (1) ·
'Grant Canal ' (1) ·
'HILLSBORO CANAL L-14 ' (1) ·
'Hillsboro Canal L14 ' (1) ·
'HILLSBORO L-14 CANAL ' (1) ·
'L-10 Canal ' (1) ·
'L-12 Canal ' (1) ·
'Melb Tillman Canal 37 ' (1) ·
'Melbourne Tillman Canal ' (1) ·
'Melbourne-Tillman Canal ' (1) ·
'OCEAN CANAL L-13 ' (1) ·
'SFC DIST CANAL NO 1 ' (1) ·
'Tillman Canal ' (1) ·
'Turkey Creek ' (1)
Critical 006b:
Facility 007:
'Aviation Ave. ' (1) ·
'Brittan Avenue ' (1) ·
'Caballero Ave ' (1) ·
'DUDA ROAD ' (1) ·
'Eldron Blvd ' (1) ·
'Eldron Blvd. ' (1) ·
'Emerson Drive ' (1) ·
'HARRIS RD ' (1) ·
'I-95 ' (1) ·
'Jupiter Blvd. ' (1) ·
'Levee Road ' (1) ·
'Malabar Rd ' (1) ·
'Minton Road CR-509' (1) ·
'NW 2ND ST ' (1) ·
'NW 5TH STREET ' (1) ·
'Pace Drive ' (1) ·
'Port Malabar Bl EB' (1) ·
'SAM SENTER RD ' (1) ·
'SE 7TH STREET ' (1) ·
'SR-15 Main St. ' (1) ·
'SR-507 NB ' (1)
Number 008:
700101 (1) ·
700185 (1) ·
704075 (1) ·
705906 (1) ·
705907 (1) ·
705908 (1) ·
705909 (1) ·
705910 (1) ·
705913 (1) ·
705914 (1) ·
705915 (1) ·
705916 (1) ·
705917 (1) ·
705925 (1) ·
705953 (1) ·
930030 (1) ·
930338 (1) ·
930360 (1) ·
930805 (1) ·
930806 (1) ·
934513 (1) ·
934515 (1) ·
934519 (1) ·
935100 (1)
Location 009:
'0.1 mi E of Minton Rd ' (1) ·
'0.2 mi S of Cocoa Street ' (1) ·
'0.2 mi S of Jupiter Blvd ' (1) ·
'0.4 Mi N of Grant Rd. ' (1) ·
'0.4 MI W of SR-7 (US-441)' (1) ·
'0.5 mi N of Malabar Rd. ' (1) ·
'0.5 mi N of Malabar Road ' (1) ·
'0.5 MI. E OF SR-80 ' (1) ·
'1 mi N of Malabar Road ' (1) ·
'1 mi North of Malabar Rd ' (1) ·
'1.0Mi. S of Malabar Rd NE' (1) ·
'1.5 Mi S of Malabar Rd. ' (1) ·
'1.6 miles East of SR-507 ' (1) ·
'2 Mi West of Jupiter Blvd' (1) ·
'2.0Mi. S of Malabar Rd NE' (1) ·
'2.4 mi S of SR-9 ' (1) ·
'300FT East of CR-717 ' (1) ·
'4.0 MI NW OF US-441 ' (1) ·
'6MI E OF BELLE GLADE ' (1) ·
'750FT W OF SR-7 (US-441) ' (1) ·
'ADJ. TO N. SIDE OF SR-880' (1) ·
'At East Canal St. ' (1) ·
'AT TEDDAR ROAD ' (1) ·
'SR-507 NB - Tillman Canal' (1)
Latitude 016:
26401808 (1) ·
26404244 (1) ·
26405710 (1) ·
26411023 (1) ·
26411370 (1) ·
26411885 (1) ·
26423844 (1) ·
26455204 (1) ·
26484825 (1) ·
27555130 (1) ·
27581117 (1) ·
27583729 (1) ·
27583761 (1) ·
27590343 (1) ·
27590359 (1) ·
27595668 (1) ·
28002252 (1) ·
28002288 (1) ·
28004740 (1) ·
28004758 (1) ·
28004888 (1) ·
28004932 (1) ·
28010030 (1) ·
28010115 (1)
Longitude 017:
80295638 (1) ·
80321889 (1) ·
80334956 (1) ·
80354573 (1) ·
80361398 (1) ·
80371970 (1) ·
80381684 (1) ·
80384417 (1) ·
80393620 (1) ·
80393940 (1) ·
80394165 (1) ·
80394182 (1) ·
80394642 (1) ·
80400209 (1) ·
80400416 (1) ·
80400429 (1) ·
80401144 (1) ·
80401484 (1) ·
80401800 (1) ·
80401977 (1) ·
80402235 (1) ·
80413113 (1) ·
80414817 (1) ·
80434410 (1)
Owner 022:
Built 027:
Traffic 029:
Service On 042a:
Service Under 042b:
Kind 043a:
Type 043b:
Length 049:
Width 052:
Deck 058:
Superstructure 059:
Channel 061: (Click arrow to add another value)
Culvert 062:
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 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 24 results in range #1 to #24.
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