Drilldown: bridge data
From Indian River Lagoon Project
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ObjectID:
Status: (Click arrow to add another value)
Date:
County 003:
Place 004:
Route 005d:
Direction 005e:
Features 006a:
'C-1 Canal ' (1) ·
'C-51 Canal ' (1) ·
'C-59 Canal ' (1) ·
'Canal ' (1) ·
'Drainage Canal ' (1) ·
'Lateral A Canal ' (1) ·
'Lateral B Canal ' (1) ·
'LITTLE MUD CREEK ' (1) ·
'Moore's Creek ' (1) ·
'Nova Canal ' (1) ·
'Spruce Creek ' (1) ·
'Spruce Creek N. Relief ' (1) ·
'Spruce Creek S. Relief ' (1) ·
'SWA Retention Canal ' (1) ·
'Troup Indiantown Canal ' (1) ·
'WARNER CREEK ' (1)
Critical 006b:
Facility 007:
'10th Street ' (1) ·
'8th Street ' (1) ·
'Blue Heron Blvd. ' (1) ·
'CR-606 Oslo Rd ' (1) ·
'CR-630 (41st St.) ' (1) ·
'CR-723 ' (1) ·
'CR726(CITRUS BLVD)' (1) ·
'Jog Road ' (1) ·
'N 13th Street ' (1) ·
'OUSLEY FARMS ROAD ' (1) ·
'Pace Drive ' (1) ·
'Palm Bay Parkway ' (1) ·
'S. Burnett Rd ' (1) ·
'Shop Ctr Entrance ' (1) ·
'SR A1A ' (1) ·
'SR-5A ' (1) ·
'SR-732 Jenson Blvd' (1) ·
'US-1 NB ' (1)
Number 008:
704193 (1) ·
705924 (1) ·
705925 (1) ·
790156 (1) ·
790158 (1) ·
790160 (1) ·
790164 (1) ·
790165 (1) ·
790169 (1) ·
790179 (1) ·
790180 (1) ·
790183 (1) ·
884071 (1) ·
884104 (1) ·
890009 (1) ·
890014 (1) ·
894053 (1) ·
930523 (1) ·
934158 (1) ·
934299 (1) ·
940158 (1) ·
945009 (1)
Location 009:
'0.26 Mi South of Pace Dr.' (1) ·
'0.3Mi N of Orange Ave. ' (1) ·
'0.4 Mi. S. of Beville Rd ' (1) ·
'0.6mi East of Congress Av' (1) ·
'0.6Mi S of 707A ' (1) ·
'1.2 Miles East of SR-710 ' (1) ·
'1.6 mi E of US-1 ON 707A ' (1) ·
'10thSt 1 Block E of Nova ' (1) ·
'1200ft. N. of SR-400 ' (1) ·
'2 Mi West of Jupiter Blvd' (1) ·
'2.2 Miles North of US-92 ' (1) ·
'2.6 Mi. S of SR-710 ' (1) ·
'800ft. N. of SR-400 ' (1) ·
'8th St West of SR-5A ' (1) ·
'At CR-613 ' (1) ·
'At CR-615 (66th Avenue) ' (1) ·
'At Pluckebaum Rd ' (1) ·
'At US-441 Southern Blvd ' (1) ·
'NORTH OF BLIND CREEK ' (1) ·
'US-1 NB - Spruce Cr. S. ' (1) ·
'US-1 NB - Spruce Creek ' (1)
Latitude 016:
26405650 (1) ·
26454160 (1) ·
26465191 (1) ·
27011625 (1) ·
27140822 (1) ·
27144214 (1) ·
27224250 (1) ·
27270318 (1) ·
27351498 (1) ·
27400430 (1) ·
28004870 (1) ·
28010030 (1) ·
28204418 (1) ·
29050250 (1) ·
29051110 (1) ·
29051931 (1) ·
29101368 (1) ·
29103958 (1) ·
29104333 (1) ·
29135704 (1) ·
29140326 (1) ·
29140999 (1)
Longitude 017:
80044300 (1) ·
80082890 (1) ·
80141088 (1) ·
80144443 (1) ·
80152060 (1) ·
80170170 (1) ·
80201436 (1) ·
80263114 (1) ·
80264934 (1) ·
80274510 (1) ·
80434410 (1) ·
80441510 (1) ·
80464729 (1) ·
80580170 (1) ·
80580651 (1) ·
80581106 (1) ·
81013312 (1) ·
81014276 (1) ·
81014315 (1) ·
81031490 (1) ·
81031750 (1) ·
81031853 (1)
Owner 022:
Built 027:
Traffic 029:
Service On 042a:
Service Under 042b: (Click arrow to add another value)
Kind 043a:
Type 043b:
Length 049:
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)
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)
Future 114:
Clearance 116:
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