Drilldown: bridge data
From Indian River Lagoon Project
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bridge data > Traffic Year 030:
2014 
& Channel 061 :
Bank protection is being eroded. River control devices and/or embankment have major damage. Trees and brush restrict the channel. or
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.
& Channel 061 :
Bank protection is being eroded. River control devices and/or embankment have major damage. Trees and brush restrict the channel. or
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. Use the filters below to narrow your results.
ObjectID:
12256 (1) ·
12260 (1) ·
12285 (1) ·
13776 (1) ·
13815 (1) ·
13816 (1) ·
15128 (1) ·
15255 (1) ·
15930 (1) ·
17894 (1) ·
17916 (1) ·
18775 (1) ·
18778 (1) ·
18780 (1) ·
19184 (1) ·
19187 (1) ·
19189 (1) ·
19190 (1) ·
19191 (1) ·
19212 (1) ·
19213 (1) ·
19241 (1) ·
19489 (1) ·
19503 (1) ·
19508 (1) ·
19522 (1) ·
19527 (1)
County 003:
Place 004:
Direction 005e:
Features 006a:
'B-19 Canal / Trib 1 ' (1) ·
'Bessey Creek ' (1) ·
'C-1 Canal ' (1) ·
'C-37 Canal ' (1) ·
'Cabana Colony Circle ' (1) ·
'Canal C-51 ' (1) ·
'CANAL E-4 ' (1) ·
'E-2 Canal ' (1) ·
'E-4 Canal ' (1) ·
'FL TPK SR-91 ' (1) ·
'Groover Creek ' (1) ·
'Halifax Canal Lateral ' (1) ·
'Hanson Grant Outlet ' (1) ·
'Indian River Relief ' (1) ·
'Lateral "B" Canal ' (1) ·
'Lateral B Canal ' (1) ·
'Lateral C Canal ' (1) ·
'Little Tomoka River ' (1) ·
'NORTH RELIEF CANAL ' (1) ·
'Reed Canal ' (1) ·
'Rio Mar Bay ' (1) ·
'Sebastian Canal ' (1) ·
'Sebastian Canal West ' (1)
Critical 006b:
Facility 007:
'12th Street ' (1) ·
'4th Street ' (1) ·
'5th Street ' (1) ·
'Americana Blvd. ' (1) ·
'Bay Drive ' (1) ·
'CR-612 8th Street ' (1) ·
'CR-615 (66TH AVE) ' (1) ·
'Esplanade Avenue ' (1) ·
'Hatton Road ' (1) ·
'Hypoluxo Rd ' (1) ·
'I-95 (SR-9) ' (1) ·
'Jackson Street ' (1) ·
'LAKE IDA ROAD ' (1) ·
'LittleRanchesTrail' (1) ·
'Micco Rd. ' (1) ·
'Oak Lea Drive ' (1) ·
'Old Boynton Road ' (1) ·
'Oslo Rd (CR-606) ' (1) ·
'Palm Bay Parkway ' (1) ·
'Prosperity Farms R' (1) ·
'Reed Ca Prk Ent Rd' (1) ·
'River Drive ' (1) ·
'Service Road ' (1) ·
'SW 48th Avenue ' (1) ·
'Tymber Creek Road ' (1) ·
'Wilden Road ' (1)
Number 008:
704035 (1) ·
704048 (1) ·
704086 (1) ·
705918 (1) ·
705924 (1) ·
794072 (1) ·
794194 (1) ·
796412 (1) ·
796413 (1) ·
796500 (1) ·
796548 (1) ·
880006 (1) ·
884069 (1) ·
884072 (1) ·
884074 (1) ·
884075 (1) ·
884076 (1) ·
885811 (1) ·
885812 (1) ·
890139 (1) ·
894061 (1) ·
934178 (1) ·
934367 (1) ·
934552 (1) ·
934965 (1) ·
934981 (1) ·
935920 (1)
Location 009:
'.15 mi W of Fleming Grant' (1) ·
'0.1 Mile West of A1A ' (1) ·
'0.2 mile East of US-1 ' (1) ·
'0.2 Miles North of SR 40 ' (1) ·
'0.26 Mi South of Pace Dr.' (1) ·
'0.3MI E OF CONGRESS ' (1) ·
'0.4Mi. East of Congress A' (1) ·
'0.8mi. N of CR-714 ' (1) ·
'0.8Mi. N of PGA Blvd. ' (1) ·
'1 Mi. S of US-441 ' (1) ·
'1.2 Mi. East of Lyons Rd.' (1) ·
'1.6 miles North of SR-40 ' (1) ·
'100 ft E of Minton Road ' (1) ·
'100Ft. South of Bay Drive' (1) ·
'10ft. S/O Reed Canal Rd ' (1) ·
'2 mi West of US-1 ' (1) ·
'200FT N/O Cap Diville Ave' (1) ·
'3.7 MILES NORTH OF SR-60 ' (1) ·
'30ft. E of 58th Ave/CR613' (1) ·
'At 58th Ave ' (1) ·
'At CR-611 - 43rd Ave ' (1) ·
'At CR-613 ' (1) ·
'At CR-613 - 58th Ave ' (1) ·
'Canal View Blvd Intrsectn' (1) ·
'I-95 (2 mi. N. of SR-76) ' (1) ·
'Intrsect w Reed Canal Rd ' (1) ·
'South Side of US-98 ' (1)
Latitude 016:
26281595 (1) ·
26315430 (1) ·
26342040 (1) ·
26405072 (1) ·
26424000 (1) ·
26512009 (1) ·
27073439 (1) ·
27102390 (1) ·
27351435 (1) ·
27354128 (1) ·
27363390 (1) ·
27370020 (1) ·
27372705 (1) ·
27382700 (1) ·
27382938 (1) ·
27413663 (1) ·
27512287 (1) ·
27525057 (1) ·
28003971 (1) ·
28004870 (1) ·
28370440 (1) ·
29071179 (1) ·
29081340 (1) ·
29092052 (1) ·
29093016 (1) ·
29152450 (1) ·
29163799 (1)
Longitude 017:
80041860 (1) ·
80050300 (1) ·
80051796 (1) ·
80102300 (1) ·
80134871 (1) ·
80170982 (1) ·
80190720 (1) ·
80214090 (1) ·
80214400 (1) ·
80254958 (1) ·
80264806 (1) ·
80264839 (1) ·
80264867 (1) ·
80264917 (1) ·
80274580 (1) ·
80312721 (1) ·
80315950 (1) ·
80331600 (1) ·
80401747 (1) ·
80441510 (1) ·
80480991 (1) ·
81001126 (1) ·
81002850 (1) ·
81005885 (1) ·
81015661 (1) ·
81074440 (1) ·
81074630 (1)
Owner 022:
Built 027:
Traffic 029:
Traffic Year 030: (Click arrow to add another value)
Service On 042a:
Service Under 042b:
Kind 043a:
Type 043b:
Length 049:
Width 052:
Deck 058:
Superstructure 059:
Substructure 060:
Channel 061: (Click arrow to add another value)
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) ·
Moderate to major deterioration or disintegration, extensive cracking and leaching or spalls on concrete or masonry walls and slabs. Minor settlement or misalignment. Noticeable scouring or erosion at curtain walls, wingwalls or pipes. Metal culverts have significant distortion and deflection in one section, significant corrosion or deep 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:
Direction 102:
Rebuilt 106:
Deck Type 107:
Scour 113:
Bridge foundations (including piles) on dry land well above flood water elevations. (1) ·
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 27 results in range #1 to #27.
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