Drilldown: bridge data
From Indian River Lagoon Project
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Use the filters below to narrow your results.
ObjectID:
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) ·
'CITY OF WPB CANAL ' (1) ·
'CLEAR LAKE ' (1) ·
'CSX RAILROAD ' (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 (SR-9) ' (1) ·
'I-95 Rmp A C D G & CSXRR' (1) ·
'Intracoastal Waterway ' (1) ·
'LAKE MANGONIA CANAL ' (1) ·
'Loxahatchee River ' (1) ·
'LOXAHATCHEE WPB CANAL ' (1) ·
'LWDD L-2 CANAL ' (1) ·
'M CANAL ' (1) ·
'Mercer Ave and CSX RR ' (1) ·
'Mercer Ave./CSX RR/Canal' (1) ·
'NB I-95 to Belvedere Rd.' (1) ·
'Palm Beach Canal C-51 ' (1) ·
'Ramps A G & C.S.X. RR ' (1) ·
'Ramps A&G/BelvedereRd/RR' (1) ·
'SR 91 TPK(OKEECH BV INT)' (1) ·
'SR-91 Turnpike ' (1) ·
'Stub Canal & S.F.R.C. ' (1) ·
'Summit Boulevard ' (1) ·
'SWA Retention Canal ' (1) ·
'Turnpike (SR-91) ' (1) ·
'WPB CANAL C-51 ' (1) ·
'WPB Drainage Canal ' (1) ·
'WPB STUB CANAL ' (1)
Critical 006b:
Facility 007:
Number 008:
Location 009:
'.25m W of US-1 on US-98 ' (1) ·
'.5mi East US1 Lakeworth ' (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) ·
'0.25 mi N of Belvedere Rd' (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) ·
'0.3MI S OF 45TH STREET ' (1) ·
'0.5MI S OF OKEECHOBEE BLV' (1) ·
'0.5MI S OF P.B. LAKES BLV' (1) ·
'0.6Mi W OF AUSTRALIAN AVE' (1) ·
'0.7MI S OF 45TH STREET ' (1) ·
'0.7Mi S OF CR-702/45TH ST' (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) ·
'AT SR-80 SOUTHERN BLVD ' (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 SR 704 interchange ' (1) ·
'Just N. of Southern Blvd ' (1) ·
'North of Belvedere Rd ' (1) ·
'North of P. Beach Airport' (1) ·
'PBIA/I-95 Interchange ' (1) ·
'SB Ramp to WPB Airport ' (1) ·
'SR 80 / I-95 Interchange ' (1) ·
'SR 80/ I-95 interchange ' (1) ·
'SR-704 Over SR-91 ' (1) ·
'WEST PALM BEACH INTERCH. ' (1)
Latitude 016:
Longitude 017:
Owner 022:
Built 027:
Traffic 029:
10000 (1) ·
114500 (1) ·
11500 (1) ·
115000 (1) ·
12100 (1) ·
12750 (1) ·
13716 (1) ·
14500 (1) ·
16000 (1) ·
17500 (1) ·
18000 (1) ·
19300 (1) ·
21000 (1) ·
213000 (1) ·
22500 (1) ·
23500 (1) ·
26000 (1) ·
27500 (1) ·
28250 (1) ·
30500 (1) ·
32250 (1) ·
32750 (1) ·
3400 (1) ·
38000 (1) ·
4800 (1) ·
4850 (1) ·
500 (1) ·
5300 (1) ·
5800 (1) ·
6000 (1) ·
6042 (1) ·
6700 (1) ·
68700 (1) ·
7300 (1) ·
9900 (1)
Service On 042a:
Service Under 042b:
Kind 043a:
Type 043b:
Length 049:
1006 (1) ·
104 (1) ·
106 (1) ·
112 (1) ·
12 (1) ·
14 (1) ·
157 (1) ·
161 (1) ·
162 (1) ·
18 (1) ·
23 (1) ·
26 (1) ·
263 (1) ·
27 (1) ·
28 (1) ·
292 (1) ·
300 (1) ·
333 (1) ·
357 (1) ·
38 (1) ·
45 (1) ·
46 (1) ·
463 (1) ·
47 (1) ·
49 (1) ·
519 (1) ·
52 (1) ·
536 (1) ·
596 (1) ·
60 (1) ·
62 (1) ·
67 (1) ·
7 (1) ·
71 (1) ·
82 (1) ·
896 (1) ·
98 (1)
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) ·
10410 (1) ·
10875 (1) ·
11624 (1) ·
119194 (1) ·
12666 (1) ·
17176 (1) ·
17350 (1) ·
198658 (1) ·
19952 (1) ·
199525 (1) ·
20574 (1) ·
20994 (1) ·
22121 (1) ·
25157 (1) ·
27760 (1) ·
30362 (1) ·
31230 (1) ·
33486 (1) ·
36435 (1) ·
369555 (1) ·
39037 (1) ·
40772 (1) ·
45110 (1) ·
47712 (1) ·
49014 (1) ·
52917 (1) ·
55954 (1) ·
56821 (1) ·
5899 (1) ·
625 (1) ·
65930 (1) ·
8328 (1) ·
8415 (1) ·
9196 (1)
Clearance 116:
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