Drilldown: bridge data
From Indian River Lagoon Project
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ObjectID:
13704 (1) ·
13716 (1) ·
15134 (1) ·
15140 (1) ·
15162 (1) ·
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15208 (1) ·
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19462 (1)
Date: (Click arrow to add another value)
County 003:
Place 004:
Route 005d:
Direction 005e:
Features 006a:
'CR709 GLADES RD & FEC RR' (1) ·
'Creek ' (1) ·
'DRAINAGE CANAL ' (1) ·
'DRAINAGE DITCH ' (1) ·
'Earman River (C-17) ' (1) ·
'EL RIO CANAL ' (1) ·
'FEC RR(Olympia Overpass)' (1) ·
'FECRR ' (1) ·
'HOWARD CREEK ' (1) ·
'Intracoastal Waterway ' (1) ·
'L-10 Canal ' (1) ·
'LAT CANAL (LK WORTH INT)' (1) ·
'LATERAL A CANAL ' (1) ·
'LATERAL CANAL D ' (1) ·
'LATERAL G CANAL ' (1) ·
'LOXAHATCHEE CREEK ' (1) ·
'POPPOLTON CREEK ' (1) ·
'RIM DITCH CANAL C-24 ' (1) ·
'SR 91 TPK(FT PIERCE INT)' (1) ·
'SUBDIVISION CANAL ' (1) ·
'TEN MILE CREEK ' (1)
Critical 006b: (Click arrow to add another value)
Facility 007:
'65TH ST. ' (1) ·
'90TH AVE ' (1) ·
'CORAL DRIVE ' (1) ·
'CR-632 (65TH ST.) ' (1) ·
'ELEVEN MILE ROAD ' (1) ·
'HIGHLAND GOLF CRSE' (1) ·
'Levee Road ' (1) ·
'NB SR-5 (US-1) ' (1) ·
'NB US-1 ' (1) ·
'SB SR-5 (US-1) ' (1) ·
'SHINN RD (CR-609A)' (1) ·
'SR 91 TPK RMP 93.5' (1) ·
'SR-76 ' (1) ·
'SR91 N/S TPK 117.5' (1) ·
'SR91 N/S TPK 147.7' (1) ·
'SR91 N/S TPK 148.2' (1) ·
'SR91 N/S TPK 152.5' (1) ·
'SR91 NB TPK 142.2 ' (1) ·
'SR91 NB TPK 144.6 ' (1) ·
'SR91 SB TPK 144.6 ' (1) ·
'SR91 SB TPK 150.7 ' (1) ·
'SR91 SB TPK 152.9 ' (1) ·
'US-1 ' (1) ·
'US-1 (SR-5) ' (1) ·
'US-1 NB ' (1) ·
'VENICE DRIVE ' (1)
Number 008:
790087 (1) ·
790116 (1) ·
880040 (1) ·
880049 (1) ·
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940105 (1) ·
940106 (1) ·
940951 (1) ·
941000 (1)
Location 009:
'.2MI E OF HOMEWOOD ROAD ' (1) ·
'.3m N of Martin Co. line ' (1) ·
'0.1MI S OF OLD BOYNTON ' (1) ·
'0.2 MI S OF MARTIN CO LIN' (1) ·
'0.5 MI SOUTH OF SR-70 ' (1) ·
'0.74 MI N OF ST LUCIE BLV' (1) ·
'0.8 MI S OF SR-70 ' (1) ·
'0.8MI E OF 58TH AVE. ' (1) ·
'1 Mile South of SR-786 ' (1) ·
'1.1 MILES NORTH OF SR-70 ' (1) ·
'1.2MI S PORT ST LUCIE RMP' (1) ·
'1.4 Mi N of Brevard Co. ' (1) ·
'2.6 MI SOUTH OF SR-70 ' (1) ·
'2.85 MI SOUTH OF SR-712 ' (1) ·
'25FT. EAST OF 66TH AVE. ' (1) ·
'300FT East of CR-717 ' (1) ·
'6.2 MI N OF ST LUCIE BLVD' (1) ·
'AT 4TH STREET ' (1) ·
'By Indian Grove Dr. ' (1) ·
'FT PIERCE INTERCHANGE ' (1) ·
'Just North of SR-850 ' (1) ·
'LAKE WORTH INTERCHANGE ' (1) ·
'NB SR-5 1mi. S of CR 708 ' (1) ·
'SB SR-5 1mi. S of CR 708 ' (1) ·
'US-1 NB - FECRR ' (1)
Latitude 016:
26270705 (1) ·
26315252 (1) ·
26315259 (1) ·
26371314 (1) ·
26483005 (1) ·
26484825 (1) ·
26495569 (1) ·
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28493662 (1)
Longitude 017:
80032135 (1) ·
80033671 (1) ·
80050093 (1) ·
80050590 (1) ·
80054787 (1) ·
80070222 (1) ·
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80260113 (1) ·
80262430 (1) ·
80274465 (1) ·
80282176 (1) ·
80304500 (1) ·
80334956 (1) ·
80511328 (1) ·
80521532 (1)
Owner 022:
Built 027: (Click arrow to add another value)
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 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) ·
N/A (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) ·
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:
Rebuilt 106:
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 is scour critical; bridge foundations determined to be unstable for assessed or calculated scour conditions: Scour within limits of footing or piles. Scour below spread-footing base or pile tips. (1) ·
Bridge not over waterway. (1)
Future 114:
Clearance 116:
Showing below up to 27 results in range #1 to #27.
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