Drilldown: bridge data
From Indian River Lagoon Project
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ObjectID:
Status: (Click arrow to add another value)
Date: (Click arrow to add another value)
County 003:
Place 004:
Features 006a:
'B-19 Canal / Trib 1 ' (1) ·
'Bessey Creek ' (1) ·
'C-51 CANAL ' (1) ·
'Cabana Colony Circle ' (1) ·
'Cambridge Canal ' (1) ·
'Canal C-51 ' (1) ·
'E-2 Canal ' (1) ·
'E-4 Canal ' (1) ·
'FL TPK SR-91 ' (1) ·
'I-95 ' (1) ·
'Lateral "B" Canal ' (1) ·
'Lateral B Canal ' (1) ·
'Lateral C Canal ' (1) ·
'Rio Mar Bay ' (1) ·
'SR-713 (King Hwy) ' (1) ·
'Trib to Spruce Creek ' (1) ·
'Turkey Creek ' (1)
Critical 006b:
Facility 007:
'12th Street ' (1) ·
'1st St SW ' (1) ·
'5th Street ' (1) ·
'Bay Drive ' (1) ·
'CR-612 8th Street ' (1) ·
'Esplanade Avenue ' (1) ·
'Hatton Road ' (1) ·
'Hypoluxo Rd ' (1) ·
'LittleRanchesTrail' (1) ·
'LYONS ROAD ' (1) ·
'NB SR-9 (I-95) ' (1) ·
'Old Boynton Road ' (1) ·
'Oslo Rd (CR-606) ' (1) ·
'Port Malabar BL WB' (1) ·
'Prosperity Farms R' (1) ·
'River Drive ' (1) ·
'SW 48th Avenue ' (1) ·
'Tomoka Farms Rd ' (1) ·
'Trailwood Drive ' (1) ·
'Viera Blvd EB ' (1) ·
'Viera Blvd WB ' (1)
Number 008:
704097 (1) ·
704098 (1) ·
705920 (1) ·
794045 (1) ·
796413 (1) ·
796414 (1) ·
884069 (1) ·
884072 (1) ·
884073 (1) ·
884075 (1) ·
884076 (1) ·
885811 (1) ·
885812 (1) ·
894061 (1) ·
934178 (1) ·
934367 (1) ·
934552 (1) ·
934731 (1) ·
934981 (1) ·
935920 (1) ·
940163 (1)
Location 009:
'0.1 Mile West of A1A ' (1) ·
'0.25Mi S/O Wiltshire Blvd' (1) ·
'0.4Mi. East of Congress A' (1) ·
'0.8mi. N of CR-714 ' (1) ·
'0.8Mi. N of PGA Blvd. ' (1) ·
'0.9 Mi North of CR-4118 ' (1) ·
'1 Mi. S of US-441 ' (1) ·
'1.2 Mi. East of Lyons Rd.' (1) ·
'1.5mi N of SR-68 ' (1) ·
'1.6 miles East of SR-507 ' (1) ·
'100Ft. South of Bay Drive' (1) ·
'200FT N/O Cap Diville Ave' (1) ·
'20ft. E of 58th Ave/CR613' (1) ·
'30ft. E of 58th Ave/CR613' (1) ·
'At 58th Ave ' (1) ·
'At CR-611 - 43rd Ave ' (1) ·
'At CR-613 - 58th Ave ' (1) ·
'LYONS ROAD SOUTH OF SR-80' (1) ·
'South Side of US-98 ' (1) ·
'Viera Blvd EB over I-95 ' (1) ·
'Viera Blvd WB over I-95 ' (1)
Latitude 016:
26315430 (1) ·
26342040 (1) ·
26404575 (1) ·
26405072 (1) ·
26424000 (1) ·
26512009 (1) ·
27102390 (1) ·
27271705 (1) ·
27351435 (1) ·
27354128 (1) ·
27360764 (1) ·
27370020 (1) ·
27372705 (1) ·
27382700 (1) ·
27382938 (1) ·
28010155 (1) ·
28155940 (1) ·
28160000 (1) ·
29032507 (1) ·
29060108 (1) ·
29071179 (1)
Longitude 017:
80041860 (1) ·
80050300 (1) ·
80102300 (1) ·
80110316 (1) ·
80134871 (1) ·
80190720 (1) ·
80214090 (1) ·
80214400 (1) ·
80235639 (1) ·
80254958 (1) ·
80264806 (1) ·
80264839 (1) ·
80264892 (1) ·
80264917 (1) ·
80331600 (1) ·
80354529 (1) ·
80434440 (1) ·
80434460 (1) ·
80591575 (1) ·
81015661 (1) ·
81040678 (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 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:
Inspect Date 090:
Direction 102:
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 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:
Future Year 115: (Click arrow to add another value)
Clearance 116:
Showing below up to 21 results in range #1 to #21.
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