Drilldown: bridge data
From Indian River Lagoon Project
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ObjectID:
County 003:
Place 004: (Click arrow to add another value)
Route 005d:
Direction 005e:
Features 006a:
'CLEAR LAKE ' (1) ·
'CSX RAILROAD ' (1) ·
'DRAINAGE CANAL ' (1) ·
'EPB - 10 Canal ' (1) ·
'FEC RR & Georgia Ave. ' (1) ·
'Hillsboro Canal ' (1) ·
'I 95 SR 9 ' (1) ·
'I-95 (SR-9) ' (1) ·
'Intracoastal Waterway ' (1) ·
'Loxahatchee River ' (1) ·
'LOXAHATCHEE WPB CANAL ' (1) ·
'SR 710 & SCL RR ' (1) ·
'SR 882 Forest Hill Blvd ' (1) ·
'SR 91 TPK(OKEECH BV INT)' (1) ·
'SR-710 ' (1) ·
'SR-91 N/S TPK ' (1) ·
'SR-91 Turnpike ' (1) ·
'SWA Retention Canal ' (1) ·
'Turnpike (SR-91) ' (1) ·
'WPB STUB CANAL ' (1)
Critical 006b:
Facility 007:
'45th Street CR-702' (1) ·
'AUSTRALIAN AVE NB ' (1) ·
'AUSTRALIAN AVE SB ' (1) ·
'BELVEDERE RD ' (1) ·
'EB SR 704 ' (1) ·
'Haverhill Road ' (1) ·
'I 95 SR 9 ' (1) ·
'Jog Road ' (1) ·
'PLM BEACH LAKES BL' (1) ·
'Private Road ' (1) ·
'Riverbend Park Rd ' (1) ·
'Southern Boulevard' (1) ·
'SR91 N/S TPK 103.1' (1) ·
'SR91 N/S TPK 106.1' (1) ·
'SR91 N/S TPK 107.8' (1) ·
'SR91 On/Off Rmp106' (1) ·
'SR91 SB TPK 100.15' (1) ·
'U.S.-1 (SR-5) ' (1) ·
'US-98 (SR-80) ' (1) ·
'W/B S.R. 704 ' (1) ·
'WB Okee. Blvd. ' (1)
Number 008:
930053 (1) ·
930097 (1) ·
930142 (1) ·
930146 (1) ·
930159 (1) ·
930183 (1) ·
930190 (1) ·
930210 (1) ·
930235 (1) ·
930294 (1) ·
930417 (1) ·
930470 (1) ·
930506 (1) ·
930812 (1) ·
931011 (1) ·
934158 (1) ·
934166 (1) ·
934171 (1) ·
934176 (1) ·
934208 (1) ·
934277 (1) ·
937707 (1) ·
937709 (1)
Location 009:
'.25m W of US-1 on US-98 ' (1) ·
'.5MI W of A1A & E of SR-5' (1) ·
'.7mi. E of Congress Ave. ' (1) ·
'0.1MI W OF DIXIE HIGHWAY ' (1) ·
'0.1MI W OF I-95 ' (1) ·
'0.3 Mi N of 45th St ' (1) ·
'0.3 Mi S of Indiantown Rd' (1) ·
'0.5MI S OF P.B. LAKES BLV' (1) ·
'0.6 MI N OF NO LAKE BLVD ' (1) ·
'1.0 M West of Haverhill R' (1) ·
'1.0 Mi E of Nob Hill Road' (1) ·
'2.6 Mi. S of SR-710 ' (1) ·
'3.0 MI NORTH OF SR-704 ' (1) ·
'3.33 Miles S/O PGA BLVD ' (1) ·
'800 ft. S of SR 704 Exit ' (1) ·
'Between SRA1A&SR80 Cswys.' (1) ·
'I-95 / SR 882 ' (1) ·
'Port of Palm Beach ' (1) ·
'SR-704 Over SR-91 ' (1) ·
'SR-710 TPK Interchange ' (1) ·
'WEST PALM BEACH INTERCH. ' (1)
Latitude 016:
26210580 (1) ·
26391930 (1) ·
26403161 (1) ·
26403272 (1) ·
26412668 (1) ·
26420100 (1) ·
26422136 (1) ·
26422200 (1) ·
26422223 (1) ·
26422817 (1) ·
26423954 (1) ·
26430400 (1) ·
26430410 (1) ·
26432857 (1) ·
26450626 (1) ·
26453630 (1) ·
26454160 (1) ·
26455503 (1) ·
26460153 (1) ·
26474455 (1) ·
26481194 (1) ·
26490899 (1) ·
26555800 (1)
Longitude 017:
80024000 (1) ·
80025423 (1) ·
80031952 (1) ·
80032393 (1) ·
80033598 (1) ·
80040030 (1) ·
80040084 (1) ·
80041030 (1) ·
80041580 (1) ·
80041855 (1) ·
80043087 (1) ·
80043390 (1) ·
80065835 (1) ·
80075078 (1) ·
80075297 (1) ·
80075399 (1) ·
80080080 (1) ·
80080366 (1) ·
80081956 (1) ·
80082635 (1) ·
80082890 (1) ·
80104200 (1) ·
80165951 (1)
Owner 022:
Built 027:
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 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:
N/A (1) ·
No noticeable or noteworthy deficiencies which affect the condition of the culvert. Insignificant scrape marks caused by drift. (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) ·
Bridge with "unknown" foundation that has not been evaluated for scour. Until risk can be determined, a plan of action should be developed and implemented to reduce the risk to users from abridge failure during and immediately after a flood event. (1)
Future 114:
103753 (1) ·
10875 (1) ·
119194 (1) ·
120 (1) ·
20574 (1) ·
20994 (1) ·
22121 (1) ·
23596 (1) ·
36435 (1) ·
385170 (1) ·
39037 (1) ·
392110 (1) ·
40772 (1) ·
52917 (1) ·
55954 (1) ·
56821 (1) ·
625 (1) ·
8415 (1)
Future Year 115: (Click arrow to add another value)
Clearance 116:
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