Drilldown: bridge data
From Indian River Lagoon Project
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ObjectID:
15587 (1) ·
15598 (1) ·
15605 (1) ·
15630 (1) ·
15655 (1) ·
15656 (1) ·
17866 (1) ·
19378 (1) ·
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County 003:
Place 004: (Click arrow to add another value)
Route 005d:
Features 006a:
'Australian Ave and Canal' (1) ·
'Australian Avenue ' (1) ·
'Belvedere Rd to SB I-95 ' (1) ·
'Belvedere Road ' (1) ·
'EPB - 10 Canal ' (1) ·
'FEC RR & Georgia Ave. ' (1) ·
'I 95 and SR 704 ' (1) ·
'I 95 SR 9 ' (1) ·
'I-95 Ramps & CSXRR ' (1) ·
'I-95 Rmp A C D G & CSXRR' (1) ·
'Intracoastal Waterway ' (1) ·
'Loxahatchee River ' (1) ·
'LOXAHATCHEE WPB CANAL ' (1) ·
'Mercer Ave and CSX RR ' (1) ·
'Mercer Ave./CSX RR/Canal' (1) ·
'NB I-95 to Belvedere Rd.' (1) ·
'Ramps A G & C.S.X. RR ' (1) ·
'Ramps A&G/BelvedereRd/RR' (1) ·
'SR 91 TPK(OKEECH BV INT)' (1) ·
'Stub Canal & S.F.R.C. ' (1) ·
'Summit Boulevard ' (1) ·
'SWA Retention Canal ' (1) ·
'Turnpike (SR-91) ' (1) ·
'US-192 ' (1) ·
'WPB Drainage Canal ' (1)
Critical 006b:
Facility 007:
'45th Street CR-702' (1) ·
'Belvede to NB I-95' (1) ·
'Congress Avenue ' (1) ·
'E/B S.R. 704 ' (1) ·
'EB US 98 SR 80 ' (1) ·
'Haverhill Road ' (1) ·
'I 95 SR 9 SB ' (1) ·
'I 95 to PBIA Ramp ' (1) ·
'I-95 ' (1) ·
'I-95 (SR 9) ' (1) ·
'Jog Road ' (1) ·
'NB I 95 SR 9 ' (1) ·
'NB I 95 SR 9 ' (1) ·
'NB I-95 to PBIA R ' (1) ·
'PBIA Rp to NB I-95' (1) ·
'PBIA to I-95 Ramp ' (1) ·
'PBIA to SB I-95 ' (1) ·
'Riverbend Park Rd ' (1) ·
'SB I 95 Off Ramp ' (1) ·
'SB I 95 SR 9 ' (1) ·
'SB I 95 to SR 80 ' (1) ·
'SB I-95 to PBIA ' (1) ·
'Southern Boulevard' (1) ·
'SR 80 to NB I-95 ' (1) ·
'SR91 N/S TPK 103.1' (1) ·
'SR91 SB TPK 100.15' (1) ·
'US-98 (SR-80) ' (1) ·
'W/B S.R. 704 ' (1) ·
'WB SR704 to SB I95' (1) ·
'WB US 98 SR 80 ' (1)
Number 008:
700209 (1) ·
930053 (1) ·
930097 (1) ·
930142 (1) ·
930235 (1) ·
930291 (1) ·
930292 (1) ·
930461 (1) ·
930462 (1) ·
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930477 (1) ·
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930507 (1) ·
930524 (1) ·
930528 (1) ·
930539 (1) ·
930540 (1) ·
934158 (1) ·
934166 (1) ·
934171 (1) ·
934176 (1)
Location 009:
'.25m W of US-1 on US-98 ' (1) ·
'.5MI W of A1A & E of SR-5' (1) ·
'0.3 Mi N of 45th St ' (1) ·
'0.3 Mi S of Indiantown Rd' (1) ·
'0.3 mile North of SR 80 ' (1) ·
'1 mi N Palm Bch Lake Blvd' (1) ·
'1 mile North of SR 80 ' (1) ·
'1.0 M West of Haverhill R' (1) ·
'2.6 Mi. S of SR-710 ' (1) ·
'3.0 MI NORTH OF SR-704 ' (1) ·
'Between SR 80 and SR 882 ' (1) ·
'Between SR 882 and SR 80 ' (1) ·
'Between SR704 and 12th St' (1) ·
'Between SRA1A&SR80 Cswys.' (1) ·
'I-95 over US-192 ' (1) ·
'I-95 SR 704 interchange ' (1) ·
'Just N. of Southern Blvd ' (1) ·
'North of Belvedere Rd ' (1) ·
'PBIA/I-95 Interchange ' (1) ·
'SB Ramp to WPB Airport ' (1) ·
'SR 80 / I-95 Interchange ' (1) ·
'SR 80/ I-95 interchange ' (1) ·
'WEST PALM BEACH INTERCH. ' (1)
Latitude 016:
26395750 (1) ·
26403161 (1) ·
26403272 (1) ·
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26454160 (1) ·
26455503 (1) ·
26555800 (1) ·
28044400 (1)
Longitude 017:
80024000 (1) ·
80025300 (1) ·
80025423 (1) ·
80033598 (1) ·
80035976 (1) ·
80040125 (1) ·
80040300 (1) ·
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80042465 (1) ·
80042805 (1) ·
80043790 (1) ·
80050018 (1) ·
80052775 (1) ·
80065835 (1) ·
80080080 (1) ·
80080366 (1) ·
80081956 (1) ·
80082890 (1) ·
80104200 (1) ·
80422199 (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 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:
Inspect Date 090: (Click arrow to add another value)
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:
10063 (1) ·
10875 (1) ·
118848 (1) ·
119194 (1) ·
12666 (1) ·
17350 (1) ·
198658 (1) ·
19952 (1) ·
199525 (1) ·
20574 (1) ·
20994 (1) ·
22121 (1) ·
27760 (1) ·
30362 (1) ·
33486 (1) ·
369555 (1) ·
40772 (1) ·
49014 (1) ·
5899 (1) ·
625 (1) ·
8328 (1) ·
8415 (1) ·
9196 (1)
Clearance 116:
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