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:
15200 (1) ·
15201 (1) ·
15261 (1) ·
15262 (1) ·
15263 (1) ·
15264 (1) ·
15265 (1) ·
15587 (1) ·
15597 (1) ·
15599 (1) ·
15601 (1) ·
15644 (1) ·
15679 (1) ·
15683 (1) ·
15684 (1) ·
15685 (1) ·
15706 (1) ·
15713 (1) ·
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15747 (1) ·
15752 (1) ·
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19384 (1) ·
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19403 (1) ·
19432 (1) ·
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19447 (1) ·
19457 (1) ·
19702 (1)
County 003:
Place 004:
Route 005d: (Click arrow to add another value)
Direction 005e:
Features 006a:
'C-18 CANAL ' (1) ·
'C-51 Canal ' (1) ·
'C-51 W.P.B. CANAL ' (1) ·
'Canal - D ' (1) ·
'CANAL L-12 ' (1) ·
'Drainage Canal ' (1) ·
'Drainage Canal Sand Cut ' (1) ·
'E-3 CANAL ' (1) ·
'FEC RR & Georgia Ave. ' (1) ·
'FL. TPK. SR-91 ' (1) ·
'Haverhill Rd. & U Turns ' (1) ·
'I 95 SR 9 ' (1) ·
'Intracoastal Waterway ' (1) ·
'Jog Rd. & Turn Arounds ' (1) ·
'Lake Worth Tide Relief' (1) ·
'LEVEE NO. 8 ' (1) ·
'LEVEE NO.8 ' (1) ·
'Loxahatchee Slough ' (1) ·
'MANATEE CREEK ' (1) ·
'Raulerson Canal ' (1) ·
'S. R. 7 & Return Ramps ' (1) ·
'SR 811 & FEC RR ' (1) ·
'SR786 I95 I95 Ramps ' (1) ·
'Stub Canal & S.F.R.C. ' (1)
Critical 006b:
Facility 007:
'CR-722 (COVE RD) ' (1) ·
'EB PGA Blvd. ' (1) ·
'EB SR 786 ' (1) ·
'EB US 98 SR 80 ' (1) ·
'EBSR80 to SBSR807 ' (1) ·
'NBSR807 to EBSR80 ' (1) ·
'PGA Blvd (SR786) ' (1) ·
'PGA Blvd. (SR 786)' (1) ·
'SBSR807 to EBSR80 ' (1) ·
'SR 80/Southern Bld' (1) ·
'SR 80/Southern Bvd' (1) ·
'SR-700 ' (1) ·
'SR-786(PGA BLVD) ' (1) ·
'SR-80 EB ' (1) ·
'SR-80 WB ' (1) ·
'SR-80EB (Southern)' (1) ·
'SR-80WB (Southern)' (1) ·
'SR786 WB to SB I95' (1) ·
'SR80(SouthernBlvd)' (1) ·
'US 98 (SR 80) ' (1) ·
'US-98 (SR-80) ' (1) ·
'US-98 SR700 US441 ' (1) ·
'US98/441 SR15/700 ' (1) ·
'US98&441 SR700&15' (1) ·
'WB PGA Blvd. ' (1) ·
'WB SR 786 ' (1) ·
'WB US 98 SR 80 ' (1)
Number 008:
890011 (1) ·
890012 (1) ·
890153 (1) ·
890154 (1) ·
890155 (1) ·
890156 (1) ·
890157 (1) ·
930053 (1) ·
930091 (1) ·
930098 (1) ·
930106 (1) ·
930265 (1) ·
930349 (1) ·
930354 (1) ·
930355 (1) ·
930356 (1) ·
930388 (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) ·
930491 (1) ·
930492 (1) ·
930524 (1) ·
930525 (1) ·
930527 (1) ·
930539 (1) ·
930557 (1)
Location 009:
'.25m W of US-1 on US-98 ' (1) ·
'0.1 Mile East of A1A ' (1) ·
'0.25mi W of S.R.-A1A ' (1) ·
'0.5Mi E of A1A ' (1) ·
'1.61mi east of PGA&SR710 ' (1) ·
'1000'W of SR5 & E ofSR811' (1) ·
'11.4Mi N of Palm Beach Co' (1) ·
'16Mi W of SR-7 ' (1) ·
'1st overpass east of I-95' (1) ·
'2 miles west of Turnpike ' (1) ·
'3.9Mi N. of Palm Beach Co' (1) ·
'3Mi. S of CR-717 ' (1) ·
'4 miles west of SR 7 ' (1) ·
'4.1Mi N of WPB Canal ' (1) ·
'4.7Mi N. of Palm Beach Co' (1) ·
'7.4Mi N. of Palm Beach Co' (1) ·
'7.9 Mi N of Palm Beach Co' (1) ·
'E Jog Rd. & W SR 80 ' (1) ·
'East Tpk & West SR 809 ' (1) ·
'I 95 SR 786 Interchange ' (1) ·
'PGA Blvd 2.3mi. W of TPK.' (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) ·
'Tpk/PGA Blvd interchange ' (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) ·
26433147 (1) ·
26433240 (1) ·
26470182 (1) ·
26502106 (1) ·
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26502490 (1) ·
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26504098 (1) ·
26514900 (1) ·
26550153 (1) ·
27004265 (1) ·
27012529 (1) ·
27033480 (1) ·
27040084 (1) ·
27063920 (1) ·
27082843 (1) ·
27083585 (1)
Longitude 017:
80022719 (1) ·
80033598 (1) ·
80035722 (1) ·
80040100 (1) ·
80041085 (1) ·
80041535 (1) ·
80045890 (1) ·
80051470 (1) ·
80054200 (1) ·
80054600 (1) ·
8005960 (1) ·
80060970 (1) ·
80071400 (1) ·
80074325 (1) ·
80074689 (1) ·
80084280 (1) ·
80095948 (1) ·
80102860 (1) ·
80105883 (1) ·
80111763 (1) ·
80121090 (1) ·
80162947 (1) ·
80214953 (1) ·
80215065 (1) ·
80265070 (1) ·
80265190 (1) ·
80313151 (1) ·
80364774 (1) ·
80373536 (1) ·
80375331 (1) ·
80375380 (1) ·
80385060 (1) ·
80390367 (1) ·
80395040 (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 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) ·
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) ·
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 is scour critical; bridge foundations determined to be unstable for assessed or calculated scour conditions: Scour within limits of footing or piles. Scour below spread-footing base or pile tips. (1) ·
Bridge not over waterway. (1)
Future 114:
Clearance 116:
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