Drilldown: bridge data
From Indian River Lagoon Project
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Use the filters below to narrow your results.
ObjectID:
County 003:
Place 004:
Route 005d: (Click arrow to add another value)
Direction 005e:
Features 006a:
'11th Street Canal ' (1) ·
'BARBARA BASIN ' (1) ·
'BOYNTON CANAL ' (1) ·
'CANAL C-17 ' (1) ·
'CHENEY WAY/CSX RR ' (1) ·
'Creek ' (1) ·
'E-3 CANAL ' (1) ·
'FLORIDA TURNPIKE SR-91 ' (1) ·
'FORK OF ST. LUCIE RIVER ' (1) ·
'I-4 ' (1) ·
'INTRACOASTAL WATERWAY ' (1) ·
'ITCWD CANAL #1 ' (1) ·
'ITCWD CANAL #2 ' (1) ·
'LATERAL B CANAL ' (1) ·
'LWDD L-30 CANAL ' (1) ·
'ROY'S SWALE ' (1) ·
'S-5 Discharge Canal ' (1) ·
'ST. LUCIE RIVER ' (1)
Critical 006b:
Facility 007:
'16TH ST ' (1) ·
'Alta Drive ' (1) ·
'CONGRESS AVE (NB) ' (1) ·
'CONGRESS AVE (SB) ' (1) ·
'CRESTWOOD BLVD ' (1) ·
'CRESTWOOD BLVD. ' (1) ·
'DONALD ROSS RD WB ' (1) ·
'Indian Lake Road ' (1) ·
'JOG ROAD ' (1) ·
'JOG ROAD NB ' (1) ·
'JOG ROAD SB ' (1) ·
'Levee Road ' (1) ·
'LINTON BLVD ' (1) ·
'LYONS ROAD ' (1) ·
'PARK AVE. W. ' (1) ·
'PRIMA VISTA BLVD. ' (1) ·
'Saxon Blvd EB ' (1) ·
'SILVER FOX LANE ' (1) ·
'SIMARA STREET ' (1) ·
'Williamson Blvd ' (1)
Number 008:
790167 (1) ·
790801 (1) ·
794096 (1) ·
795503 (1) ·
884066 (1) ·
894042 (1) ·
895505 (1) ·
930811 (1) ·
934155 (1) ·
934156 (1) ·
934160 (1) ·
934164 (1) ·
934294 (1) ·
934296 (1) ·
934297 (1) ·
934485 (1) ·
934938 (1) ·
934939 (1) ·
934953 (1) ·
944011 (1) ·
944012 (1)
Location 009:
'0.1MI S OF OKEECHOBEE BL ' (1) ·
'0.25MI E OF SEWALLS PT RD' (1) ·
'0.3MI W OF CONGRESS AVE ' (1) ·
'0.5MI N OF 45TH STREET ' (1) ·
'0.5Mi S of SR-710 ' (1) ·
'0.5Mi W of MILITARY TRAIL' (1) ·
'0.6MI S OF OKEECHOBEE BLV' (1) ·
'0.7MI N OF BOYNTON BCH BL' (1) ·
'0.8 MI W OF US-1 ' (1) ·
'0.8MI WEST OF US-1 ' (1) ·
'0.9 MI W OF US-1 ' (1) ·
'1.0M S OF OKEECHOBEE BLVD' (1) ·
'1.4 miles North of US-92 ' (1) ·
'1.9Mi S of WOOLBRIGHT ' (1) ·
'2.3mi N on Indian Lake Rd' (1) ·
'20ft. E of 58th Ave/CR613' (1) ·
'21.0 Mi North of US-27 ' (1) ·
'At LPGA Blvd. ' (1) ·
'Saxon Blvd EB - I-4 ' (1)
Latitude 016:
26262127 (1) ·
26284041 (1) ·
26290212 (1) ·
26290213 (1) ·
26321971 (1) ·
26415366 (1) ·
26420393 (1) ·
26421351 (1) ·
26455824 (1) ·
26455826 (1) ·
26475062 (1) ·
26525529 (1) ·
27023873 (1) ·
27111437 (1) ·
27192572 (1) ·
27193001 (1) ·
27375405 (1) ·
28543983 (1) ·
29095886 (1) ·
29125374 (1) ·
29143549 (1)
Longitude 017:
80040992 (1) ·
80051706 (1) ·
80051771 (1) ·
80052450 (1) ·
80074904 (1) ·
80084942 (1) ·
80085013 (1) ·
80085094 (1) ·
80111729 (1) ·
80111927 (1) ·
80142395 (1) ·
80143409 (1) ·
80195964 (1) ·
80200618 (1) ·
80264781 (1) ·
80310465 (1) ·
80492277 (1) ·
81025160 (1) ·
81052755 (1) ·
81091698 (1) ·
81161879 (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) ·
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:
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:
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:
Clearance 116:
Showing below up to 21 results in range #1 to #21.
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