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:
'C-51 Canal ' (1) ·
'C-51 W.P.B. CANAL ' (1) ·
'Canal - D ' (1) ·
'CANAL L-12 ' (1) ·
'Drainage Canal Sand Cut ' (1) ·
'E-3 CANAL ' (1) ·
'FEC RR & Georgia Ave. ' (1) ·
'Haverhill Rd. & U Turns ' (1) ·
'I 95 SR 9 ' (1) ·
'Jog Rd. & Turn Arounds ' (1) ·
'Lake Worth Tide Relief' (1) ·
'LEVEE NO. 8 ' (1) ·
'LEVEE NO.8 ' (1) ·
'OKEECHOBEE RIM CANAL ' (1) ·
'Raulerson Canal ' (1) ·
'S. R. 7 & Return Ramps ' (1) ·
'SFC CANAL NO 1 ' (1) ·
'Stub Canal & S.F.R.C. ' (1)
Critical 006b:
Facility 007:
'CR-717 ' (1) ·
'EB US 98 SR 80 ' (1) ·
'EBSR80 to SBSR807 ' (1) ·
'NBSR807 to EBSR80 ' (1) ·
'SBSR807 to EBSR80 ' (1) ·
'SR 80/Southern Bld' (1) ·
'SR 80/Southern Bvd' (1) ·
'SR-700 ' (1) ·
'SR-80 EB ' (1) ·
'SR-80 WB ' (1) ·
'SR-80EB (Southern)' (1) ·
'SR-80WB (Southern)' (1) ·
'SR80(SouthernBlvd)' (1) ·
'US 98 (SR 80) ' (1) ·
'US-98 (SR-80) ' (1) ·
'US-98 SR700 US441 ' (1) ·
'US98&441 SR700&15' (1) ·
'W LAKE RD CR-717 ' (1) ·
'WB US 98 SR 80 ' (1)
Number 008:
930053 (1) ·
930072 (1) ·
930091 (1) ·
930098 (1) ·
930354 (1) ·
930355 (1) ·
930402 (1) ·
930407 (1) ·
930408 (1) ·
930439 (1) ·
930451 (1) ·
930457 (1) ·
930461 (1) ·
930462 (1) ·
930465 (1) ·
930472 (1) ·
930473 (1) ·
930474 (1) ·
930524 (1) ·
930525 (1) ·
930527 (1) ·
930539 (1) ·
934505 (1)
Location 009:
'.25m W of US-1 on US-98 ' (1) ·
'0.25mi W of S.R.-A1A ' (1) ·
'1.8MI W OF SR-15 ' (1) ·
'1.9 MI WEST OF SR-715 ' (1) ·
'16Mi W of SR-7 ' (1) ·
'2 miles west of Turnpike ' (1) ·
'3Mi. S of CR-717 ' (1) ·
'4 miles west of SR 7 ' (1) ·
'4.1Mi N of WPB Canal ' (1) ·
'E Jog Rd. & W SR 80 ' (1) ·
'East Tpk & West SR 809 ' (1) ·
'PUMP STA AT 20 MI BEND ' (1) ·
'PUMP STA. AT 20 MI. BEND ' (1) ·
'SE quadrant PB Int Airprt' (1) ·
'SE quadrant PB Int Airpt ' (1) ·
'Southern Blvd / E-3 Canal' (1) ·
'SR 80 / I-95 Interchange ' (1) ·
'SR 80/ I-95 interchange ' (1) ·
'SR-700 CANAL POINT ' (1)
Latitude 016:
26403240 (1) ·
26403272 (1) ·
26403385 (1) ·
26403390 (1) ·
26403435 (1) ·
26403445 (1) ·
26403455 (1) ·
26403485 (1) ·
26403501 (1) ·
26404080 (1) ·
26404100 (1) ·
26404380 (1) ·
26404970 (1) ·
26405778 (1) ·
26410616 (1) ·
26410722 (1) ·
26420225 (1) ·
26421986 (1) ·
26433147 (1) ·
26433240 (1) ·
26470182 (1) ·
26514900 (1) ·
26550153 (1)
Longitude 017:
80022719 (1) ·
80033598 (1) ·
80041085 (1) ·
80041535 (1) ·
80045890 (1) ·
80051470 (1) ·
8005960 (1) ·
80071400 (1) ·
80074325 (1) ·
80084280 (1) ·
80121090 (1) ·
80162947 (1) ·
80214953 (1) ·
80215065 (1) ·
80265070 (1) ·
80265190 (1) ·
80313151 (1) ·
80364774 (1) ·
80375380 (1) ·
80413808 (1) ·
80424695 (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) ·
No noticeable or noteworthy deficiencies which affect the condition of the channel. (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)
Inspect Date 090: (Click arrow to add another value)
Direction 102:
Deck Type 107:
Scour 113:
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:
10150 (1) ·
122864 (1) ·
125788 (1) ·
130993 (1) ·
1735 (1) ·
2186 (1) ·
23249 (1) ·
40772 (1) ·
49014 (1) ·
5552 (1) ·
59858 (1) ·
6072 (1) ·
65063 (1) ·
8328 (1) ·
9022 (1)
Clearance 116:
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