Drilldown: bridge data
From Indian River Lagoon Project
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- Event (169)
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- definition (254)
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Use the filters below to narrow your results.
ObjectID:
County 003:
Place 004:
Route 005d:
Direction 005e:
Features 006a:
'17th Avenue North ' (1) ·
'C.S.X. R/R ' (1) ·
'CSX Railroad ' (1) ·
'Drainage Canal ' (1) ·
'Hypoluxo Rd. ' (1) ·
'Hypoluxo Road ' (1) ·
'I 95 SR 9 ' (1) ·
'I-95 ' (1) ·
'Indian River IWW ' (1) ·
'Lantana Road ' (1) ·
'Loxahatchee River ' (1) ·
'LWDD E-1 CANAL ' (1) ·
'LWDD E-3 CANAL ' (1) ·
'SR 802 Lake Worth Rd ' (1) ·
'SR802 Lake Worth Rd ' (1) ·
'Summit Boulevard ' (1) ·
'W.P.B. Canal (C-51) ' (1)
Critical 006b:
Facility 007:
'Blue Heron Blvd. ' (1) ·
'CR-606 Oslo Rd. ' (1) ·
'Hypoluxo to SB I95' (1) ·
'I 95 SR 9 ' (1) ·
'I 95 SR 9 NB ' (1) ·
'I 95 SR 9 SB ' (1) ·
'Lantana to I 95 SB' (1) ·
'NB I 95 SR 9 ' (1) ·
'PIPER'S GLEN ROAD ' (1) ·
'SB I 95 to Lantana' (1) ·
'SBI-95 to Hypoluxo' (1) ·
'SPANISH ISLES BLVD' (1) ·
'SR 812 Lantana Rd ' (1) ·
'SR-710 Beeline Hwy' (1) ·
'SR-805 (Dixie Hwy)' (1) ·
'SR-811 (Alt A-1-A)' (1) ·
'SW 23 Ave Golf Rd ' (1) ·
'US-192 EB ' (1) ·
'Woolbright Road ' (1)
Number 008:
700181 (1) ·
880071 (1) ·
890106 (1) ·
930259 (1) ·
930261 (1) ·
930262 (1) ·
930274 (1) ·
930275 (1) ·
930276 (1) ·
930291 (1) ·
930292 (1) ·
930298 (1) ·
930299 (1) ·
930300 (1) ·
930301 (1) ·
930303 (1) ·
930304 (1) ·
930339 (1) ·
930373 (1) ·
930523 (1) ·
934905 (1) ·
934940 (1)
Location 009:
'.75 miles South of SR-882' (1) ·
'0.2MI E OF US-441 (SR-7) ' (1) ·
'0.5 MI WEST OF SR-809 ' (1) ·
'0.6mi East of Congress Av' (1) ·
'2 mi. N of Lantana Rd ' (1) ·
'2 mi. North of Lantana Rd' (1) ·
'5.8 Miles West of SR-76 ' (1) ·
'Between SR 80 and SR 882 ' (1) ·
'Between SR 882 and SR 80 ' (1) ·
'City of Jupiter ' (1) ·
'Hypoluxo Rd I 95 Interch ' (1) ·
'Hypoluxo Rd.-I95 intercha' (1) ·
'I 95 Exit 56 ' (1) ·
'Just West of I 95 ' (1) ·
'Lake Worth ' (1) ·
'Lantana I 95 Interchange ' (1) ·
'Oslo Rd. over I-95 ' (1) ·
'Over I 95 1 mi S of SR804' (1) ·
'US-192 EB - Indian River ' (1) ·
'W of I 95 on Woolbright ' (1)
Latitude 016:
Longitude 017:
80032221 (1) ·
80040620 (1) ·
80040685 (1) ·
80040800 (1) ·
80040850 (1) ·
80041025 (1) ·
80041140 (1) ·
80041145 (1) ·
80041480 (1) ·
80041600 (1) ·
80041990 (1) ·
80042680 (1) ·
80042900 (1) ·
80043530 (1) ·
80044300 (1) ·
80052130 (1) ·
80075212 (1) ·
80120021 (1) ·
80300075 (1) ·
80315267 (1) ·
80352939 (1)
Owner 022:
Built 027: (Click arrow to add another value)
Traffic 029:
Traffic Year 030:
Service On 042a:
Service Under 042b:
Kind 043a:
Type 043b:
Length 049:
Width 052:
Deck 058:
Superstructure 059:
Substructure 060:
Channel 061:
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) ·
N/A (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:
Future Year 115: (Click arrow to add another value)
Clearance 116:
Showing below up to 22 results in range #1 to #22.
