Drilldown: bridge data
From Indian River Lagoon Project
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ObjectID:
19215 (1) ·
19216 (1) ·
19217 (1) ·
19218 (1) ·
19219 (1) ·
19220 (1) ·
19221 (1) ·
19222 (1) ·
19223 (1) ·
19224 (1) ·
19225 (1) ·
19226 (1) ·
19227 (1) ·
19228 (1) ·
19229 (1) ·
19230 (1) ·
19231 (1) ·
19232 (1) ·
19233 (1) ·
19234 (1) ·
19235 (1) ·
19236 (1) ·
19237 (1) ·
19238 (1) ·
19239 (1) ·
19240 (1) ·
19241 (1) ·
19242 (1) ·
19243 (1) ·
19244 (1)
Status: (Click arrow to add another value)
Date:
County 003: (Click arrow to add another value)
Place 004:
Route 005d:
Features 006a:
'Bessey Creek ' (1) ·
'C-133 Canal ' (1) ·
'C-23 CANAL ' (1) ·
'C-44 Intake Canal ' (1) ·
'Danforth Creek ' (1) ·
'DRAINAGE CANAL ' (1) ·
'East Indian River Relief' (1) ·
'ICWW ' (1) ·
'Indian River / ICW ' (1) ·
'Indian River East Relief' (1) ·
'Okeechobee Waterway ' (1) ·
'Rowland Canal ' (1) ·
'S-135 Canal ' (1) ·
'Salerno Creek ' (1) ·
'SR 91 TPK (STUART INT) ' (1) ·
'ST LUCIE CANAL ' (1) ·
'St. Lucie Canal/SR-76 ' (1) ·
'St. Lucie River ' (1) ·
'St. Lucie River/SR-707 ' (1) ·
'St.Lucie River ' (1) ·
'Tidal Canal ' (1) ·
'Troup Indiantown Canal ' (1) ·
'WARNER CREEK ' (1) ·
'West Indian River Relief' (1)
Critical 006b:
Facility 007:
'Berry Avenue ' (1) ·
'CITRUS BLVD. ' (1) ·
'CR-708 ' (1) ·
'CR-714 Indian St. ' (1) ·
'CR-723 ' (1) ·
'CR726 (Citrus Blv)' (1) ·
'CR726(CITRUS BLVD)' (1) ·
'E/B S.R. A1A ' (1) ·
'East Island Access' (1) ·
'Indian Rvrsd Pk Rd' (1) ·
'MAPP ROAD ' (1) ·
'SB US-1/SR-5 ' (1) ·
'SE Ebbtide Ave. ' (1) ·
'SR 91 TPK SB 131.0' (1) ·
'SR-710 Beeline Hwy' (1) ·
'SR-710 EB ' (1) ·
'SR-710 WB ' (1) ·
'SR-732 -Jensen Bch' (1) ·
'SR-732 Jensen Bch.' (1) ·
'SR-732 Jenson Blvd' (1) ·
'SR-91 TPK NB 131.0' (1) ·
'SR-A1A (Ocean Ave)' (1) ·
'SR91 N/S TPK 127.3' (1) ·
'SR91 SB TPK 134.32' (1) ·
'SW 48th Avenue ' (1) ·
'SW Wood St. ' (1) ·
'W/B S.R. A1A ' (1) ·
'West Farms Road ' (1) ·
'West Island Access' (1)
Number 008:
890009 (1) ·
890014 (1) ·
890066 (1) ·
890068 (1) ·
890077 (1) ·
890106 (1) ·
890145 (1) ·
890146 (1) ·
890148 (1) ·
890149 (1) ·
890150 (1) ·
890151 (1) ·
890158 (1) ·
890160 (1) ·
890161 (1) ·
890162 (1) ·
890800 (1) ·
891000 (1) ·
894053 (1) ·
894054 (1) ·
894055 (1) ·
894056 (1) ·
894057 (1) ·
894058 (1) ·
894059 (1) ·
894060 (1) ·
894061 (1) ·
894062 (1) ·
894063 (1) ·
894064 (1)
Location 009:
'.5mi E. of Indian R Dr. ' (1) ·
'.75mi E. of Indian R Dr. ' (1) ·
'0.1 MI West of SR-76 ' (1) ·
'0.1 MILE NORTH OF SR-714 ' (1) ·
'0.1 Mile S of CR-714 ' (1) ·
'0.2 MI West of US-98 ' (1) ·
'0.2MILE S OF SW BECKER RD' (1) ·
'0.4MI N of COVE ROAD ' (1) ·
'0.6Mi S of 707A ' (1) ·
'0.8mi. N of CR-714 ' (1) ·
'1.0 Mile West of SR-710 ' (1) ·
'1.2 Miles East of SR-710 ' (1) ·
'1.6 mi E of US-1 ON 707A ' (1) ·
'1.7 Miles West of I-95 ' (1) ·
'1.74 Miles E of SR-710 ' (1) ·
'1.8MI NORTH OF SR-708 ' (1) ·
'1mi S of SR-707 on SR-5 ' (1) ·
'2.1 Miles E of CR-609 ' (1) ·
'2.1 Miles East of CR-609 ' (1) ·
'3.7 MI S. OF STUART INT. ' (1) ·
'3.7MI S/O STUART INT. ' (1) ·
'3mi East of SR5 on A1A ' (1) ·
'4.03Miles E of SR5 on A1A' (1) ·
'4.85 Miles E of SR-710 ' (1) ·
'5.8 Miles West of SR-76 ' (1) ·
'East of Ernest Lyons Bri.' (1) ·
'Indian Riverside Park ' (1) ·
'STUART TPK INTERCHANGE ' (1) ·
'West of Ernest Lyons Bri.' (1)
Latitude 016:
27004322 (1) ·
27004488 (1) ·
27011625 (1) ·
27011700 (1) ·
27012740 (1) ·
27022662 (1) ·
27025170 (1) ·
27034414 (1) ·
27041173 (1) ·
27052700 (1) ·
27070362 (1) ·
27070395 (1) ·
27083630 (1) ·
27092801 (1) ·
27093370 (1) ·
27093790 (1) ·
27102390 (1) ·
27102500 (1) ·
27115581 (1) ·
27115681 (1) ·
27121600 (1) ·
27121800 (1) ·
27122000 (1) ·
27122400 (1) ·
27123400 (1) ·
27134591 (1) ·
27140822 (1) ·
27144214 (1) ·
27151000 (1) ·
27151700 (1)
Longitude 017:
80111100 (1) ·
80113000 (1) ·
80115000 (1) ·
80120030 (1) ·
80122748 (1) ·
80122859 (1) ·
80124800 (1) ·
80125217 (1) ·
80131300 (1) ·
80141088 (1) ·
80144443 (1) ·
80144523 (1) ·
80151030 (1) ·
80151390 (1) ·
80153156 (1) ·
80161000 (1) ·
80162916 (1) ·
80162980 (1) ·
80170910 (1) ·
80180781 (1) ·
80190720 (1) ·
80221900 (1) ·
80231002 (1) ·
80255958 (1) ·
80263114 (1) ·
80271724 (1) ·
80271798 (1) ·
80285590 (1) ·
80315267 (1) ·
80393900 (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 being eroded. River control devices and/or embankment have major damage. Trees and brush restrict the channel. (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:
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:
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