Drilldown: bridge data
From Indian River Lagoon Project
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- Event (169)
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Use the filters below to narrow your results.
ObjectID:
County 003:
Place 004:
Route 005d:
Direction 005e:
Features 006a:
'C-15 Canal ' (1) ·
'C-51/WEST PALM BCH CANAL' (1) ·
'Callalisa Creek ' (1) ·
'Canal - D ' (1) ·
'CANAL C-24 ' (1) ·
'CSX Railroad ' (1) ·
'E-1 CANAL ' (1) ·
'E-4 CANAL ' (1) ·
'F.P.F.W.C.D. Canal No. 1' (1) ·
'I-4 ' (1) ·
'I-95 (SR-9) ' (1) ·
'L-30 CANAL ' (1) ·
'LATERAL E DRAIN CANAL ' (1) ·
'LWDD CANAL E-1 ' (1) ·
'LWDD E-3 CANAL ' (1) ·
'LWDD LATERAL 14 CANAL ' (1) ·
'MAIN CANAL ' (1) ·
'SHAWANO DRAINAGE DITCH ' (1) ·
'SR-91 TPK/DRAINAGE CANAL' (1) ·
'Thompson River ' (1) ·
'West Palm Beach Canal ' (1) ·
Indian River Relief East (1)
Critical 006b:
Facility 007:
'10TH AVE NORTH ' (1) ·
'27TH STREET ' (1) ·
'BINKS FOREST DRIVE' (1) ·
'BOB W RD 130TH ST.' (1) ·
'BROWNS FARM/CR-827' (1) ·
'CLINT MOORE RD ' (1) ·
'Military Trail ' (1) ·
'MILITARY TRAIL NB ' (1) ·
'MILITARY TRAIL SB ' (1) ·
'MINER RD. ' (1) ·
'NB I 95 SR 9 ' (1) ·
'NB US-441 (SR-7) ' (1) ·
'NW 27TH AVE. ' (1) ·
'Peninsula Corp Dr ' (1) ·
'PORT ST LUCIE BLVD' (1) ·
'Saxon Blvd WB ' (1) ·
'SB I 95 to Cong Av' (1) ·
'SB US-441 (SR-7) ' (1) ·
'SR-44 ' (1) ·
'SR-713 (Kings Hwy)' (1) ·
'SW 18TH ST. EB ' (1) ·
'US-98 (SR-80) ' (1) ·
SR-520 (1)
Number 008:
700196 (1) ·
790151 (1) ·
790166 (1) ·
885809 (1) ·
885810 (1) ·
930402 (1) ·
930409 (1) ·
930410 (1) ·
930442 (1) ·
930443 (1) ·
930444 (1) ·
930445 (1) ·
934138 (1) ·
934293 (1) ·
934318 (1) ·
934348 (1) ·
934488 (1) ·
934518 (1) ·
934926 (1) ·
934929 (1) ·
934936 (1) ·
934937 (1) ·
934942 (1) ·
940143 (1) ·
945272 (1)
Location 009:
'.5mi So. of St Lucie Blvd' (1) ·
'0.2 MILE WEST OF US-1 ' (1) ·
'0.3MI E of CONGRESS AVE. ' (1) ·
'0.4Mi. North of SR-60 ' (1) ·
'0.7 mi south of PGA Blvd.' (1) ·
'0.85 mile South of Linton' (1) ·
'0.9 MI N OF LAKE IDA ROAD' (1) ·
'0.9MI N OF LAKE IDA ROAD ' (1) ·
'0.9MI S OF SR-802 ' (1) ·
'0.9MI W OF MILITARY TRAIL' (1) ·
'0.9MI W OF POWERLINE RD ' (1) ·
'1 mile S of Linton Blvd ' (1) ·
'1.3 mile S of Linton Rd. ' (1) ·
'1.3mi. South of Linton ' (1) ·
'4 miles west of SR 7 ' (1) ·
'5.7MI W OF US-1 ' (1) ·
'9.5 MI S OF CR-880 ' (1) ·
'AT SR-7 (Range Line Rd) ' (1) ·
'AT US-441 (SOUTHERN BLVD)' (1) ·
'AT US-441 SR-7 ' (1) ·
'Saxon Blvd WB - I-4 ' (1) ·
'SR-44 - Callalisa Creek ' (1) ·
'SR-7 & SR-80 intersection' (1) ·
SR-520 - Indian River Relief (1)
Latitude 016:
26195316 (1) ·
26243117 (1) ·
26251431 (1) ·
26251444 (1) ·
26252840 (1) ·
26290151 (1) ·
26290244 (1) ·
26290245 (1) ·
26320076 (1) ·
26332602 (1) ·
26361307 (1) ·
26375277 (1) ·
26404695 (1) ·
26404846 (1) ·
26405713 (1) ·
26405778 (1) ·
26494457 (1) ·
27155561 (1) ·
27283673 (1) ·
27384120 (1) ·
27384786 (1) ·
28212382 (1) ·
28544052 (1) ·
29014444 (1)
Longitude 017:
80050618 (1) ·
80052320 (1) ·
80052546 (1) ·
80052570 (1) ·
80052717 (1) ·
80061936 (1) ·
80065069 (1) ·
80072101 (1) ·
80072169 (1) ·
80074621 (1) ·
80101307 (1) ·
80120775 (1) ·
80120925 (1) ·
80121251 (1) ·
80121591 (1) ·
80162947 (1) ·
80172828 (1) ·
80221826 (1) ·
80235569 (1) ·
80240703 (1) ·
80244948 (1) ·
80293882 (1) ·
80423456 (1) ·
80541414 (1) ·
81161842 (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: (Click arrow to add another value)
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)
Culvert 062:
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 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:
Clearance 116:
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