Drilldown: bridge data
From Indian River Lagoon Project
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ObjectID:
17879 (1) ·
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17913 (1) ·
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Status: (Click arrow to add another value)
Date:
County 003:
Place 004:
Route 005d:
Features 006a:
'C-51 Canal ' (1) ·
'Canal ' (1) ·
'Danforth Creek ' (1) ·
'DRAINAGE CANAL ' (1) ·
'DRAINAGE DITCH ' (1) ·
'Eau Gallie River ' (1) ·
'EPB - 10 Canal ' (1) ·
'Header Creek Canal ' (1) ·
'L-10 Canal ' (1) ·
'L-12 Canal ' (1) ·
'L-19 Canal ' (1) ·
'L-5 Canal ' (1) ·
'Lateral A Canal ' (1) ·
'LOXAHATCHEE CREEK ' (1) ·
'Rim Ditch Canal C-24 ' (1) ·
'S-135 Canal ' (1) ·
'S-5 Discharge Canal ' (1) ·
'Spruce Creek ' (1) ·
'Spruce Creek N. Relief ' (1) ·
'Spruce Creek S. Relief ' (1) ·
'SR-713 (King Hwy) ' (1) ·
'SR-91 N/S TPK ' (1) ·
'ST LUCIE CANAL ' (1) ·
'SWA Retention Canal ' (1) ·
'Ten Mile Creek ' (1) ·
'US 98-SR 80-WPB Canal ' (1) ·
'WARNER CREEK ' (1) ·
Sebastian River (1)
Critical 006b:
Facility 007:
'10th Street ' (1) ·
'Apollo Boulevard ' (1) ·
'Berry Avenue ' (1) ·
'CR-630 (41st St.) ' (1) ·
'CR-723 ' (1) ·
'EB SR 70 ' (1) ·
'Haverhill Road ' (1) ·
'Jog Road ' (1) ·
'Levee Road ' (1) ·
'NB SR-9 (I-95) ' (1) ·
'OUSLEY FARMS ROAD ' (1) ·
'Park Road ' (1) ·
'S. Burnett Rd ' (1) ·
'SB SR-9 (I-95) ' (1) ·
'SR 70 EB ' (1) ·
'SR 91 TPK SB 131.0' (1) ·
'SR-91 TPK NB 131.0' (1) ·
'SR-91TPK NBSB 97.4' (1) ·
'SR70 EB Okeechobee' (1) ·
'SR70 WB Okeechobee' (1) ·
'SR91 N/S TPK 117.5' (1) ·
'SR91 N/S TPK 127.3' (1) ·
'SR91 N/S TPK 139.7' (1) ·
'SR91 On/Off Rmp106' (1) ·
'SR91SB ON/OFF 98.0' (1) ·
'SW Wood St. ' (1) ·
'US-1 NB ' (1) ·
US-1 (1)
Number 008:
700224 (1) ·
704193 (1) ·
705604 (1) ·
790156 (1) ·
790158 (1) ·
790160 (1) ·
790179 (1) ·
884104 (1) ·
890009 (1) ·
890066 (1) ·
890077 (1) ·
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891000 (1) ·
894054 (1) ·
930241 (1) ·
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931011 (1) ·
934158 (1) ·
934171 (1) ·
934299 (1) ·
940061 (1) ·
940136 (1) ·
940154 (1) ·
940156 (1) ·
940157 (1) ·
940162 (1) ·
940163 (1)
Location 009:
'0.1 Mile S of CR-714 ' (1) ·
'0.2 MI S OF MARTIN CO LIN' (1) ·
'0.2 MI West of US-98 ' (1) ·
'0.3 Mi N of 45th St ' (1) ·
'0.6 Mile West of US-27 ' (1) ·
'0.6Mi S of 707A ' (1) ·
'1.0 Mi South of CR-827 ' (1) ·
'1.5mi N of SR-68 ' (1) ·
'1.6 MI N OF MARTIN CO ' (1) ·
'1.8MI NORTH OF SR-708 ' (1) ·
'10thSt 1 Block E of Nova ' (1) ·
'14.8 Mi West of US-27 ' (1) ·
'1mi. West of CR-613 ' (1) ·
'2.6 Mi. S of SR-710 ' (1) ·
'2.6MI W OF SEMINOLE PRATT' (1) ·
'21.0 Mi North of US-27 ' (1) ·
'3.7 MI S. OF STUART INT. ' (1) ·
'3.7MI S/O STUART INT. ' (1) ·
'3.9 MI W of FL Tpk SR 91 ' (1) ·
'300FT East of CR-717 ' (1) ·
'4.0 MI NW OF US-441 ' (1) ·
'4.3 MI NORTH OF SR-802 ' (1) ·
'500' N OF SR-80 (S.BLVD) ' (1) ·
'6.0 Mi. West of US-27 ' (1) ·
'6.3MI S of SoBay at US-27' (1) ·
'7 MI W of FL TPK SR91 ' (1) ·
'Apollo Blvd - Eau Gallie ' (1) ·
'At CR-615 (66th Avenue) ' (1) ·
'At Pluckebaum Rd ' (1) ·
'At US-441 Southern Blvd ' (1) ·
'SR-710 TPK Interchange ' (1) ·
'US-1 NB - Spruce Cr. S. ' (1) ·
'US-1 NB - Spruce Creek ' (1) ·
US-1 over Sebastian River (1)
Latitude 016:
26195649 (1) ·
26200070 (1) ·
26200200 (1) ·
26284041 (1) ·
26342300 (1) ·
26354162 (1) ·
26404472 (1) ·
26405650 (1) ·
26410344 (1) ·
26410696 (1) ·
26454160 (1) ·
26455204 (1) ·
26455503 (1) ·
26481194 (1) ·
26484825 (1) ·
26571548 (1) ·
27041173 (1) ·
27052700 (1) ·
27070362 (1) ·
27070395 (1) ·
27093790 (1) ·
27133752 (1) ·
27140822 (1) ·
27220381 (1) ·
27220468 (1) ·
27222310 (1) ·
27233900 (1) ·
27271705 (1) ·
27271802 (1) ·
27400430 (1) ·
27511720 (1) ·
28073710 (1) ·
28204418 (1) ·
29050250 (1) ·
29051110 (1) ·
29051931 (1) ·
29140999 (1)
Longitude 017:
80065835 (1) ·
80075297 (1) ·
80082890 (1) ·
80094590 (1) ·
80095581 (1) ·
80095982 (1) ·
80141088 (1) ·
80144523 (1) ·
80162916 (1) ·
80162980 (1) ·
80170170 (1) ·
80170910 (1) ·
80202976 (1) ·
80210453 (1) ·
80235637 (1) ·
80235639 (1) ·
80272980 (1) ·
80274510 (1) ·
80292802 (1) ·
80295150 (1) ·
80295638 (1) ·
80324763 (1) ·
80324769 (1) ·
80324800 (1) ·
80334956 (1) ·
80380610 (1) ·
80384610 (1) ·
80393900 (1) ·
80423700 (1) ·
80423874 (1) ·
80462658 (1) ·
80464729 (1) ·
80492277 (1) ·
80580170 (1) ·
80580651 (1) ·
80581106 (1) ·
81031853 (1)
Owner 022:
Built 027:
Traffic 029:
Service On 042a: (Click arrow to add another value)
Service Under 042b:
Kind 043a:
Type 043b:
Length 049:
Width 052:
Deck 058:
Superstructure 059:
Substructure 060:
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) ·
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 assessed or calculated scour condition. Scour is determined to be within the limits of footing or piles by assessment, 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:
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