Drilldown: bridge data
From Indian River Lagoon Project
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- Event (169)
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- definition (254)
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Use the filters below to narrow your results.
ObjectID:
Status: (Click arrow to add another value)
Date:
County 003:
Place 004:
Route 005d:
Features 006a:
'Blue Cypress Marsh ' (1) ·
'C-51 Canal ' (1) ·
'Drainage Canal ' (1) ·
'Habitat Connectivity ' (1) ·
'Hillsboro Canal ' (1) ·
'Indian River EastRelief ' (1) ·
'Indian River Relief ' (1) ·
'L.W.D.D. #9 ' (1) ·
'Lateral A Canal ' (1) ·
'Little Lake Worth ' (1) ·
'Loxahatchee Slough ' (1) ·
'Platt Ranch Access Road ' (1) ·
'Reed Canal ' (1) ·
'S-135 Canal ' (1) ·
'Spruce Creek ' (1) ·
'SR-713 (King Hwy) ' (1) ·
'St. John's Marsh ' (1) ·
'St. Johns Marsh ' (1) ·
'Turnbull Creek ' (1) ·
Horse Creek (1)
Critical 006b:
Facility 007:
'16th St/College Ln' (1) ·
'CR-4009 ' (1) ·
'CR-708 ' (1) ·
'DAVIS ROAD ' (1) ·
'I-95 NB ' (1) ·
'Military Trail ' (1) ·
'NB SR-9 (I-95) ' (1) ·
'Oak Lea Drive ' (1) ·
'PGA Blvd (SR786) ' (1) ·
'Private Road ' (1) ·
'SB SR-9 (I-95) ' (1) ·
'SR A1A ' (1) ·
'SR-40 EB ' (1) ·
'SR-40 WB ' (1) ·
'SR-60 EB ' (1) ·
'SR-60 WB ' (1) ·
'St. Johns Heritage' (1) ·
'SW Wood St. ' (1) ·
'US 192 WB ' (1) ·
'US-1 SB ' (1) ·
'US-192 ' (1) ·
'US-192 EB ' (1) ·
US-1 (1)
Number 008:
700206 (1) ·
700233 (1) ·
700234 (1) ·
700235 (1) ·
704190 (1) ·
790194 (1) ·
790195 (1) ·
790217 (1) ·
790227 (1) ·
794193 (1) ·
796548 (1) ·
880092 (1) ·
880093 (1) ·
880094 (1) ·
880095 (1) ·
884084 (1) ·
890800 (1) ·
894064 (1) ·
930460 (1) ·
930546 (1) ·
930557 (1) ·
930812 (1) ·
937202 (1) ·
940162 (1) ·
940163 (1)
Location 009:
'0.2 MI West of US-98 ' (1) ·
'0.3 mi east of US 1 & PGA' (1) ·
'0.8 MILE N OF 10TH AVE N ' (1) ·
'1 Mi So. of SR-421 ' (1) ·
'1.0 Mi E of Nob Hill Road' (1) ·
'1.5mi N of SR-68 ' (1) ·
'1.61mi east of PGA&SR710 ' (1) ·
'1.7 Miles West of I-95 ' (1) ·
'10ft. S/O Reed Canal Rd ' (1) ·
'11.6Mi. E of SR-91 (TPK) ' (1) ·
'12.1Mi. E of SR-91 (TPK) ' (1) ·
'2.9 Miles South of US-192' (1) ·
'I-95 NB over Spruce Creek' (1) ·
'Inter 66th Ave/College Ln' (1) ·
'SR-40 WB - Habitat Connec' (1) ·
'SR-40EB - Habitat Connect' (1) ·
'SR-80 & Military Trail ' (1) ·
'US 192 WB over Indian Riv' (1) ·
'US-1 SB - Turnbull Creek ' (1) ·
'US-192 - Indian River Rel' (1) ·
'US-192 EB - Indian Riv ' (1) ·
US-1 over Horse Creek (1)
Latitude 016:
26210580 (1) ·
26382390 (1) ·
26403700 (1) ·
26502490 (1) ·
26503760 (1) ·
27025170 (1) ·
27052700 (1) ·
27271705 (1) ·
27271802 (1) ·
27375420 (1) ·
27382800 (1) ·
27382850 (1) ·
27382860 (1) ·
27382910 (1) ·
28024500 (1) ·
28051366 (1) ·
28051434 (1) ·
28051925 (1) ·
28100028 (1) ·
28491498 (1) ·
29052660 (1) ·
29052700 (1) ·
29093016 (1) ·
29153158 (1) ·
29153216 (1)
Longitude 017:
80032660 (1) ·
80054760 (1) ·
80064300 (1) ·
80102860 (1) ·
80151030 (1) ·
80165951 (1) ·
80235637 (1) ·
80235639 (1) ·
80274700 (1) ·
80343718 (1) ·
80345659 (1) ·
80345692 (1) ·
80384071 (1) ·
80393900 (1) ·
80430030 (1) ·
80433190 (1) ·
80433200 (1) ·
80448000 (1) ·
80513613 (1) ·
81001126 (1) ·
81011300 (1) ·
81013690 (1) ·
81110743 (1) ·
81110777 (1)
Owner 022:
Built 027:
Traffic 029:
Service On 042a:
Service Under 042b:
Kind 043a: (Click arrow to add another value)
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)
Culvert 062: (Click arrow to add another value)
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 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) ·
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:
Showing below up to 25 results in range #1 to #25.
