Drilldown: bridge data
From Indian River Lagoon Project
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ObjectID:
15587 (1) ·
15595 (1) ·
15598 (1) ·
15600 (1) ·
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15625 (1) ·
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County 003:
Place 004: (Click arrow to add another value)
Route 005d:
Direction 005e:
Features 006a:
'12th Avenue South ' (1) ·
'C-51 Canal ' (1) ·
'CLEAR LAKE ' (1) ·
'CSX RAILROAD ' (1) ·
'CSX RR ' (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) ·
'Intracoastal Waterway ' (1) ·
'Kellers Canal ' (1) ·
'Lake Worth Util Outfall ' (1) ·
'Loxahatchee River ' (1) ·
'LOXAHATCHEE WPB CANAL ' (1) ·
'SR 882 Forest Hill Blvd ' (1) ·
'SR 91 TPK(OKEECH BV INT)' (1) ·
'SR-710 ' (1) ·
'SR-91 Turnpike ' (1) ·
'SWA Retention Canal ' (1) ·
'Turnpike (SR-91) ' (1) ·
'WPB STUB CANAL ' (1)
Critical 006b:
Facility 007:
'10th Ave. North ' (1) ·
'10th Ave North ' (1) ·
'45th Street CR-702' (1) ·
'6 Ave S to NB I-95' (1) ·
'AUSTRALIAN AVE NB ' (1) ·
'AUSTRALIAN AVE SB ' (1) ·
'BELVEDERE RD ' (1) ·
'EB SR 704 ' (1) ·
'EB SR 802 Lake Ave' (1) ·
'Haverhill Road ' (1) ·
'I 95 SR 9 ' (1) ·
'Jog Road ' (1) ·
'NB I 95 SR 9 ' (1) ·
'PLM BEACH LAKES BL' (1) ·
'Private Road ' (1) ·
'Riverbend Park Rd ' (1) ·
'SB I 95 SR 9 ' (1) ·
'SB I-95 to 6 Ave S' (1) ·
'Southern Boulevard' (1) ·
'SR802 (Lake Worth)' (1) ·
'SR91 N/S TPK 103.1' (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) ·
'WB SR 802 Lake Ave' (1)
Number 008:
930053 (1) ·
930073 (1) ·
930097 (1) ·
930104 (1) ·
930142 (1) ·
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934277 (1) ·
937707 (1) ·
937709 (1)
Location 009:
'.25m W of US-1 on US-98 ' (1) ·
'.4mi. East of Congress ' (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 mile South of SR 882 ' (1) ·
'1 mile North of SR 812 ' (1) ·
'1.0 M West of Haverhill R' (1) ·
'1.0 Mi E of Nob Hill Road' (1) ·
'10th Ave North over I 95 ' (1) ·
'10th Ave over I 95 ' (1) ·
'2.6 Mi. S of SR-710 ' (1) ·
'3.0 MI NORTH OF SR-704 ' (1) ·
'800 ft. S of SR 704 Exit ' (1) ·
'Between SRA1A&SR80 Cswys.' (1) ·
'I-95 / SR 882 ' (1) ·
'Lake Ave / ICWW ' (1) ·
'Lake Ave. / ICWW ' (1) ·
'NE Quad I 95 6th Ave S ' (1) ·
'NW Quad I-95/6th Ave S ' (1) ·
'Port of Palm Beach ' (1) ·
'SR-704 Over SR-91 ' (1) ·
'WEST PALM BEACH INTERCH. ' (1)
Latitude 016:
26210580 (1) ·
26360600 (1) ·
26363990 (1) ·
26364054 (1) ·
26365544 (1) ·
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26432857 (1) ·
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26453630 (1) ·
26454160 (1) ·
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26460153 (1) ·
26555800 (1)
Longitude 017:
80022882 (1) ·
80024000 (1) ·
80024618 (1) ·
80025423 (1) ·
80031952 (1) ·
80032393 (1) ·
80033598 (1) ·
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80040715 (1) ·
80040830 (1) ·
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80041580 (1) ·
80041855 (1) ·
80043087 (1) ·
80043390 (1) ·
80050085 (1) ·
80065835 (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:
10875 (1) ·
119194 (1) ·
120 (1) ·
12752 (1) ·
18218 (1) ·
196055 (1) ·
20574 (1) ·
20994 (1) ·
22121 (1) ·
330518 (1) ·
36435 (1) ·
385170 (1) ·
39037 (1) ·
392110 (1) ·
40772 (1) ·
49448 (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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