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:
'Australian Ave and Canal' (1) ·
'Australian Avenue ' (1) ·
'Belvedere Rd to SB I-95 ' (1) ·
'C-1 Canal ' (1) ·
'C-51 Canal ' (1) ·
'C-59 Canal ' (1) ·
'Canal ' (1) ·
'I-4 ' (1) ·
'LITTLE MUD CREEK ' (1) ·
'Moore's Creek ' (1) ·
'NB I-95 to Belvedere Rd.' (1) ·
'Nova Canal ' (1) ·
'Spruce Creek ' (1) ·
'Spruce Creek N. Relief ' (1) ·
'Spruce Creek S. Relief ' (1) ·
'SR 91 TPK (STUART INT) ' (1) ·
'Troup Indiantown Canal ' (1) ·
'WARNER CREEK ' (1)
Critical 006b:
Facility 007:
'10th Street ' (1) ·
'CR-723 ' (1) ·
'CR726(CITRUS BLVD)' (1) ·
'I 95 to PBIA Ramp ' (1) ·
'N 13th Street ' (1) ·
'Orange camp Rd. ' (1) ·
'OUSLEY FARMS ROAD ' (1) ·
'Pace Drive ' (1) ·
'Palm Bay Parkway ' (1) ·
'PBIA to I-95 Ramp ' (1) ·
'S. Burnett Rd ' (1) ·
'SB I 95 to SR 80 ' (1) ·
'Shop Ctr Entrance ' (1) ·
'SR 80 to NB I-95 ' (1) ·
'SR A1A ' (1) ·
'SR-5A ' (1) ·
'SR91 SB TPK 134.32' (1) ·
'US-1 NB ' (1)
Number 008:
704193 (1) ·
705924 (1) ·
705925 (1) ·
790156 (1) ·
790158 (1) ·
790160 (1) ·
790164 (1) ·
790165 (1) ·
790179 (1) ·
790183 (1) ·
790211 (1) ·
890009 (1) ·
890068 (1) ·
894053 (1) ·
930477 (1) ·
930478 (1) ·
930479 (1) ·
930480 (1) ·
934299 (1) ·
940158 (1) ·
945009 (1)
Location 009:
'0.26 Mi South of Pace Dr.' (1) ·
'0.3 mile North of SR 80 ' (1) ·
'0.3Mi N of Orange Ave. ' (1) ·
'0.4 Mi. S. of Beville Rd ' (1) ·
'0.6Mi S of 707A ' (1) ·
'1.2 Miles East of SR-710 ' (1) ·
'10thSt 1 Block E of Nova ' (1) ·
'1200ft. N. of SR-400 ' (1) ·
'2 Mi West of Jupiter Blvd' (1) ·
'800ft. N. of SR-400 ' (1) ·
'At Pluckebaum Rd ' (1) ·
'At US-441 Southern Blvd ' (1) ·
'Just N. of Southern Blvd ' (1) ·
'NORTH OF BLIND CREEK ' (1) ·
'Orange camp Rd. over I-4 ' (1) ·
'PBIA/I-95 Interchange ' (1) ·
'STUART TPK INTERCHANGE ' (1) ·
'US-1 NB - Spruce Cr. S. ' (1) ·
'US-1 NB - Spruce Creek ' (1)
Latitude 016:
26404904 (1) ·
26405302 (1) ·
26405650 (1) ·
26411352 (1) ·
26411700 (1) ·
27011625 (1) ·
27092801 (1) ·
27140822 (1) ·
27224250 (1) ·
27270318 (1) ·
28004870 (1) ·
28010030 (1) ·
28204418 (1) ·
28590460 (1) ·
29050250 (1) ·
29051110 (1) ·
29051931 (1) ·
29101368 (1) ·
29103958 (1) ·
29104333 (1) ·
29140999 (1)
Longitude 017:
80040933 (1) ·
80041281 (1) ·
80042465 (1) ·
80042805 (1) ·
80141088 (1) ·
80152060 (1) ·
80170170 (1) ·
80180781 (1) ·
80201436 (1) ·
80263114 (1) ·
80434410 (1) ·
80441510 (1) ·
80464729 (1) ·
80580170 (1) ·
80580651 (1) ·
80581106 (1) ·
81013312 (1) ·
81014276 (1) ·
81014315 (1) ·
81031853 (1) ·
81145411 (1)
Owner 022:
Built 027:
Lanes 028a: (Click arrow to add another value)
Traffic 029:
Service On 042a:
Service Under 042b:
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) ·
N/A (1)
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: (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 not over waterway. (1)
Future 114:
Clearance 116:
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