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:
Features 006a:
'Barge Canal ' (1) ·
'Boynton Canal C-16 ' (1) ·
'CANAL L-20 ' (1) ·
'CR709 GLADES RD & FEC RR' (1) ·
'E-1 Canal ' (1) ·
'E-3 Canal ' (1) ·
'FEC RR(Olympia Overpass)' (1) ·
'HILLSBORO L-14 CANAL ' (1) ·
'I-95 ' (1) ·
'I-95 (SR-9) ' (1) ·
'Kings Road ' (1) ·
'LAT CANAL (LK WORTH INT)' (1) ·
'LATERAL CANAL #38 ' (1) ·
'OKEECHOBEE RIM CANAL ' (1) ·
'PARK LATERAL CANAL ' (1) ·
'RELIEF CANAL ' (1) ·
'SALERNO CREEK ' (1) ·
'SR-528 ' (1) ·
'Sykes Creek ' (1) ·
'Tomoka River ' (1)
Critical 006b:
Facility 007:
'101ST STREET ' (1) ·
'109TH STREET ' (1) ·
'ALLAMANDA BLVD. ' (1) ·
'CR-717 ' (1) ·
'DIXIE HWY (A1A) ' (1) ·
'DUDA ROAD ' (1) ·
'Forest Hill Blvd. ' (1) ·
'I 95 SR 9 ' (1) ·
'I-4 EB ' (1) ·
'I-4 WB ' (1) ·
'NB SR-5 (US-1) ' (1) ·
'SB SR-5 (US-1) ' (1) ·
'SR 91 TPK 79.75 ' (1) ·
'SR 91 TPK RMP 93.5' (1) ·
'SR-3 ' (1) ·
'SR-40 WB ' (1) ·
'SR-407 ' (1) ·
'SR-407 NB ' (1) ·
'SR-528 ' (1) ·
'SR-808 (Glades Rd)' (1) ·
'SR91 NB TPK 158.6 ' (1) ·
'SR91 SB TPK 150.7 ' (1) ·
'SR91 SB TPK 158.6 ' (1)
Number 008:
700025 (1) ·
700072 (1) ·
700085 (1) ·
700090 (1) ·
700091 (1) ·
790022 (1) ·
790027 (1) ·
790107 (1) ·
884063 (1) ·
884064 (1) ·
890001 (1) ·
890021 (1) ·
894041 (1) ·
930072 (1) ·
930215 (1) ·
930287 (1) ·
930334 (1) ·
930401 (1) ·
934329 (1) ·
934519 (1) ·
937003 (1) ·
940058 (1) ·
940083 (1) ·
940951 (1)
Location 009:
'0.10 MI S of BURNS ROAD ' (1) ·
'0.3MI W OF CR-507 ' (1) ·
'0.3MI WEST OF CR-507 ' (1) ·
'0.7 mile North of SR 804 ' (1) ·
'1.5mi E of Jog Rd. ' (1) ·
'1.9 MI WEST OF SR-715 ' (1) ·
'2.0 MI SOUTH OF SR-806 ' (1) ·
'2.5 MI NORTH OF SR-68 ' (1) ·
'2.53 MI NORTH OF SR-68 ' (1) ·
'2.6 MI SOUTH OF SR-70 ' (1) ·
'2.9 Mi East of SR-528 ' (1) ·
'4.2MI NORTH OF SR-528 ' (1) ·
'ADJ. TO N. SIDE OF SR-880' (1) ·
'AT SALERNO ROAD AND A1A ' (1) ·
'I-4 EB over I-95 ' (1) ·
'I-4 WB over I-95 ' (1) ·
'LAKE WORTH INTERCHANGE ' (1) ·
'NB SR-5 1mi. S of CR 708 ' (1) ·
'SB SR-5 1mi. S of CR 708 ' (1) ·
'SR-3 SB over Barge Canal ' (1) ·
'SR-40 WB -Tomoka River ' (1) ·
'SR-407 NB at SR-528 WB ' (1) ·
'SR-528 WB - Sykes Creek ' (1) ·
'SR-808 at SR-7 Boca Raton' (1)
Latitude 016:
26220386 (1) ·
26252638 (1) ·
26322125 (1) ·
26371314 (1) ·
26390702 (1) ·
26401808 (1) ·
26421986 (1) ·
26494723 (1) ·
27023798 (1) ·
27023948 (1) ·
27084441 (1) ·
27224619 (1) ·
27283927 (1) ·
27283929 (1) ·
27464527 (1) ·
27473810 (1) ·
28241941 (1) ·
28242777 (1) ·
28270757 (1) ·
28291220 (1) ·
28300578 (1) ·
29091900 (1) ·
29091985 (1) ·
29151780 (1)
Longitude 017:
80042235 (1) ·
80043826 (1) ·
80070222 (1) ·
80070240 (1) ·
80074322 (1) ·
80101799 (1) ·
80101893 (1) ·
80114936 (1) ·
80121129 (1) ·
80231141 (1) ·
80270210 (1) ·
80270308 (1) ·
80365044 (1) ·
80365186 (1) ·
80381684 (1) ·
80413927 (1) ·
80422154 (1) ·
80424695 (1) ·
80501889 (1) ·
80505570 (1) ·
80522877 (1) ·
81043203 (1) ·
81043246 (1) ·
81072482 (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 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:
Rebuilt 106: (Click arrow to add another value)
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:
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