Drilldown: bridge data
From Indian River Lagoon Project
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ObjectID:
17881 (1) ·
17904 (1) ·
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Status: (Click arrow to add another value)
Date:
County 003:
Place 004:
None (1) ·
30975 (1) ·
35550 (1) ·
54175 (1) ·
58725 (1) ·
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Route 005d:
Features 006a:
'Beamer's Canal ' (1) ·
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'Canal ' (1) ·
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'Drainage Canal ' (1) ·
'DRAINAGE DITCH ' (1) ·
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'Golf Cart Underpass ' (1) ·
'Horse Creek ' (1) ·
'Indian River ' (1) ·
'Lateral Canal A ' (1) ·
'Little Haw Swamp ' (1) ·
'Little Tomoka River ' (1) ·
'Moore's Creek ' (1) ·
'Nova Canal ' (1) ·
'Reed Canal ' (1) ·
'SWA Retention Canal ' (1) ·
'WARNER CREEK ' (1) ·
Zoo Trail (1)
Critical 006b:
Facility 007:
'10th Street ' (1) ·
'8th Street ' (1) ·
'Berry Avenue ' (1) ·
'Blue Heron Blvd. ' (1) ·
'Central Blvd. ' (1) ·
'CR-723 ' (1) ·
'Croton Road ' (1) ·
'Harrison Street ' (1) ·
'Haverhill Road ' (1) ·
'I-95 ' (1) ·
'Jog Road ' (1) ·
'Lantern Park Drive' (1) ·
'N 13th Street ' (1) ·
'Pace Drive ' (1) ·
'S. Burnett Rd ' (1) ·
'Shop Ctr Entrance ' (1) ·
'SR-5A ' (1) ·
'SR-60 ' (1) ·
'SR-732 Jenson Blvd' (1) ·
'SR91 N/S TPK 127.3' (1) ·
'SR91 N/S TPK 139.7' (1) ·
'SR91SB ON/OFF 98.0' (1) ·
'Truck Trail #12 ' (1) ·
'Tymber Creek Road ' (1) ·
'Wickham Road ' (1) ·
Pineda Causeway (1)
Number 008:
700226 (1) ·
704102 (1) ·
704193 (1) ·
704197 (1) ·
705100 (1) ·
705925 (1) ·
790164 (1) ·
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945009 (1)
Location 009:
.1 Mi E of I-95 (1) ·
'0.1 Mile S of CR-714 ' (1) ·
'0.1MI E of Riveredge Blvd' (1) ·
'0.2 Miles North of SR 40 ' (1) ·
'0.3 Mi N of 45th St ' (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) ·
'0.95 MI N of PGA Blvd. ' (1) ·
'1.6 mi E of US-1 ON 707A ' (1) ·
'1.6 MI N OF MARTIN CO ' (1) ·
'1.7 Miles N of Aurora Rd.' (1) ·
'1.8MI NORTH OF SR-708 ' (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) ·
'500' N OF SR-80 (S.BLVD) ' (1) ·
'800ft. N. of SR-400 ' (1) ·
'8th St West of SR-5A ' (1) ·
'At Pluckebaum Rd ' (1) ·
'CR-4078 & Lantern Park Dr' (1) ·
'CR-509 .5 Mi N of SR-518 ' (1) ·
'Lake George Conservation ' (1) ·
'N of Bellevue Overpass ' (1) ·
'SR-5A over Nova Canal ' (1) ·
'SR-60 East of 66 Ave ' (1)
Latitude 016:
26410696 (1) ·
26454160 (1) ·
26455503 (1) ·
26465191 (1) ·
26510969 (1) ·
27041173 (1) ·
27093790 (1) ·
27133752 (1) ·
27140822 (1) ·
27144214 (1) ·
27270318 (1) ·
27382059 (1) ·
28010030 (1) ·
28080403 (1) ·
28094049 (1) ·
28113400 (1) ·
28204418 (1) ·
28211812 (1) ·
29093020 (1) ·
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29104333 (1) ·
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29140326 (1) ·
29140999 (1) ·
29152450 (1) ·
29153934 (1)
Longitude 017:
80044300 (1) ·
80065835 (1) ·
80070800 (1) ·
80082890 (1) ·
80094590 (1) ·
80141088 (1) ·
80144443 (1) ·
80144523 (1) ·
80170910 (1) ·
80201436 (1) ·
80202976 (1) ·
80274947 (1) ·
80391970 (1) ·
80401823 (1) ·
80422199 (1) ·
80432415 (1) ·
80434410 (1) ·
80464729 (1) ·
81002450 (1) ·
81013312 (1) ·
81013879 (1) ·
81014276 (1) ·
81014315 (1) ·
81031490 (1) ·
81031750 (1) ·
81031853 (1) ·
81045860 (1) ·
81074440 (1) ·
81211913 (1)
Owner 022:
Built 027:
Traffic 029:
Service On 042a:
Service Under 042b:
Kind 043a:
Type 043b:
Substructure 060: (Click arrow to add another value)
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 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) ·
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 deficiencies (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:
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) ·
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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