Drilldown: bridge data
From Indian River Lagoon Project
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ObjectID:
12171 (1) ·
12216 (1) ·
12233 (1) ·
12271 (1) ·
12275 (1) ·
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19219 (1)
County 003:
Place 004: (Click arrow to add another value)
Direction 005e:
Features 006a:
'C-1 Canal ' (1) ·
'C-37 Canal ' (1) ·
'C-59 Canal ' (1) ·
'CANAL ' (1) ·
'Canal C-46 ' (1) ·
'Canal C-47 ' (1) ·
'Canal C-48 ' (1) ·
'CYPRESS CREEK #2 ' (1) ·
'DRAINAGE CANAL ' (1) ·
'DRAINAGE DITCH ' (1) ·
'Grant Canal ' (1) ·
'I-95 ' (1) ·
'INTRACOASTAL WATERWAY ' (1) ·
'Melb Tillman Canal 37 ' (1) ·
'Melbourne Tillman Canal ' (1) ·
'Melbourne-Tillman Canal ' (1) ·
'PHIPP CANAL ' (1) ·
'SR 91 TPK ' (1) ·
'Tillman Canal ' (1) ·
'Turkey Creek ' (1)
Critical 006b:
Facility 007:
'Americana Blvd. ' (1) ·
'Aviation Ave. ' (1) ·
'Babcock St(CR-507)' (1) ·
'Brittan Avenue ' (1) ·
'Caballero Ave ' (1) ·
'CR-516 ' (1) ·
'CR708 125.4 ' (1) ·
'CR708 SE BRIDGE RD' (1) ·
'Eldron Blvd ' (1) ·
'Eldron Blvd. ' (1) ·
'Emerson Drive ' (1) ·
'I-95 ' (1) ·
'Jupiter Blvd. ' (1) ·
'Jupiter Boulevard ' (1) ·
'Malabar Rd ' (1) ·
'Pace Drive ' (1) ·
'Palm Bay Library ' (1) ·
'Palm Bay Parkway ' (1) ·
'Port Malabar Bl EB' (1) ·
'Port Malabar BL WB' (1) ·
'SE HARBOR ISLAND ' (1) ·
'SR 91 TPK 120.25 ' (1) ·
'SR91 N/S TPK 119.1' (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 126.5' (1) ·
'SR91 N/S TPK 127.3' (1) ·
'SR91 N/S TPK 127.9' (1) ·
'STAR ISLAND WAY ' (1)
Number 008:
700101 (1) ·
700160 (1) ·
700188 (1) ·
704256 (1) ·
705906 (1) ·
705907 (1) ·
705908 (1) ·
705909 (1) ·
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705925 (1) ·
705953 (1) ·
890073 (1) ·
890074 (1) ·
890075 (1) ·
890076 (1) ·
890077 (1) ·
890078 (1) ·
890079 (1) ·
890082 (1) ·
890084 (1) ·
890107 (1) ·
890119 (1) ·
894017 (1) ·
894018 (1)
Location 009:
'0.1 mi E of Minton Rd ' (1) ·
'0.1 MILE WEST OF I-95 ' (1) ·
'0.2 mi S of Cocoa Street ' (1) ·
'0.2 mi S of Jupiter Blvd ' (1) ·
'0.25MI SOUTH OF SR-708 ' (1) ·
'0.26 Mi South of Pace Dr.' (1) ·
'0.2Mi E of GOMEZ AVE. ' (1) ·
'0.3Mi E of GOMEZ AVE. ' (1) ·
'0.4 Mi N of Grant Rd. ' (1) ·
'0.45MI NORTH OF SR-708 ' (1) ·
'0.5 mi N of Malabar Rd. ' (1) ·
'0.5 mi N of Malabar Road ' (1) ·
'0.9 M E OF US-1 ON CR-708' (1) ·
'0.9MI SOUTH OF SR-708 ' (1) ·
'1 mi N of Malabar Road ' (1) ·
'1 mi North of Malabar Rd ' (1) ·
'1.0MI NORTH OF SR-708 ' (1) ·
'1.0Mi. S of Malabar Rd NE' (1) ·
'1.3 MI N OF PLM BCH CO LI' (1) ·
'1.5 Mi S of Malabar Rd. ' (1) ·
'1.6 miles East of SR-507 ' (1) ·
'1.8MI NORTH OF SR-708 ' (1) ·
'100 ft E of Minton Road ' (1) ·
'10ft. E of Minton Road ' (1) ·
'2 Mi West of Jupiter Blvd' (1) ·
'2.0Mi. S of Malabar Rd NE' (1) ·
'2.2 MI SOUTH OF SR-76 ' (1) ·
'2.5MI NORTH OF CO LINE ' (1) ·
'6 MI N OF PLM BEACH CO LI' (1) ·
'At Minton Rd. Intersectn ' (1) ·
'Babcock Street over I-95 ' (1) ·
'CR-516 over I-95 ' (1)
Latitude 016:
26581931 (1) ·
26591077 (1) ·
27012706 (1) ·
27015315 (1) ·
27022544 (1) ·
27023878 (1) ·
27030195 (1) ·
27033219 (1) ·
27035280 (1) ·
27041173 (1) ·
27043856 (1) ·
27044012 (1) ·
27044356 (1) ·
27555130 (1) ·
27581117 (1) ·
27583729 (1) ·
27583761 (1) ·
27590343 (1) ·
27590359 (1) ·
27591190 (1) ·
27591500 (1) ·
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28002252 (1) ·
28002288 (1) ·
28003971 (1) ·
28004758 (1) ·
28004870 (1) ·
28004888 (1) ·
28010030 (1) ·
28010115 (1) ·
28010155 (1) ·
28020728 (1)
Longitude 017:
80072029 (1) ·
80080433 (1) ·
80080562 (1) ·
80104223 (1) ·
80111971 (1) ·
80134794 (1) ·
80141121 (1) ·
80142184 (1) ·
80142213 (1) ·
80142214 (1) ·
80142789 (1) ·
80144523 (1) ·
80145730 (1) ·
80354529 (1) ·
80354573 (1) ·
80361398 (1) ·
80371922 (1) ·
80384417 (1) ·
80392393 (1) ·
80393940 (1) ·
80394165 (1) ·
80394182 (1) ·
80394642 (1) ·
80400209 (1) ·
80400429 (1) ·
80401484 (1) ·
80401747 (1) ·
80401795 (1) ·
80401800 (1) ·
80414817 (1) ·
80434410 (1) ·
80441510 (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:
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) ·
No noticeable or noteworthy deficiencies which affect the condition of the channel. (1)
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) ·
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: (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) ·
Bridge not over waterway. (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:
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