Drilldown: bridge data
From Indian River Lagoon Project
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ObjectID:
12237 (1) ·
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County 003:
Place 004:
None (1) ·
24350 (1) ·
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West Palm Beach (1)
Route 005d:
Features 006a:
'BELCHER CANAL C-25 ' (1) ·
'BRANCH OF ICWW ' (1) ·
'BUCCANEER CANAL ' (1) ·
'BULLDOG CANAL ' (1) ·
'BUTTERFLY CANAL ' (1) ·
'C STANLEY WEAVER CANAL ' (1) ·
'CITY OF WPB CANAL ' (1) ·
'Creek ' (1) ·
'EARMAN RIVER CANAL C-17 ' (1) ·
'EL RIO CANAL ' (1) ·
'FISHTAIL CANAL ' (1) ·
'Halifax River ' (1) ·
'ICWW ' (1) ·
'Kellers Canal ' (1) ·
'L-5 Canal ' (1) ·
'Lake Dias Creek ' (1) ·
'Lateral Canal A ' (1) ·
'LOXAHATCHEE RIV NW FORK ' (1) ·
'LWDD C-16 CANAL ' (1) ·
'LWDD LAT 16 CANAL ' (1) ·
'M-2 CANAL ' (1) ·
'MAIN RELIEF CANAL ' (1) ·
'North Lake ' (1) ·
'Nova Road Canal ' (1) ·
'Padgett Creek ' (1) ·
'ROEBUCK CREEK ' (1) ·
'SCOTTS CANAL ' (1) ·
'St. Johns River ' (1) ·
'Sweetwater Creek ' (1) ·
'Sykes Creek ' (1) ·
'TEN MILE CREEK ' (1) ·
'WARNER CREEK ' (1) ·
'WEST PALM BEACH CANAL ' (1) ·
Canal (1)
Critical 006b:
Facility 007:
'36TH STREET ' (1) ·
'53RD STREET ' (1) ·
'AUSTRALIAN AVE NB ' (1) ·
'CAMINO REAL ' (1) ·
'CR-611 43RD AVE. ' (1) ·
'CR611B(SELVITZ RD)' (1) ·
'DATE PALM RD ' (1) ·
'DATE PALM ROAD ' (1) ·
'HAGEN RANCH ROAD ' (1) ·
'I-4 EB ' (1) ·
'I-4 WB ' (1) ·
'ISLAND WAY ' (1) ·
'JUPITER ISLAND PK ' (1) ·
'LOCKS ROAD ' (1) ·
'MAC ARTHUR BLVD ' (1) ·
'Main Street ' (1) ·
'MONET ROAD ' (1) ·
'NB US-27 SR-25 ' (1) ·
'NORTH SHORE DRIVE ' (1) ·
'OKEECHOBEE BLVD. ' (1) ·
'SEACREST BLVD. ' (1) ·
'SEMINOLE DR ' (1) ·
'Sixth St. ' (1) ·
'SR-11 ' (1) ·
'SR-421 ' (1) ·
'SR-46 ' (1) ·
'SR-520 ' (1) ·
'SR-60 ' (1) ·
'SR802 (Lake Worth)' (1) ·
'TROPICALIA AVE. ' (1) ·
'WB N. Lake Blvd. ' (1) ·
US-1 (1)
Number 008:
700165 (1) ·
700193 (1) ·
790030 (1) ·
790094 (1) ·
790095 (1) ·
790099 (1) ·
790173 (1) ·
790941 (1) ·
794004 (1) ·
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935202 (1) ·
935203 (1) ·
936551 (1) ·
937000 (1) ·
937702 (1) ·
937703 (1) ·
937704 (1) ·
940015 (1) ·
940068 (1)
Location 009:
'.4mi. East of Congress ' (1) ·
'0.1 MI S of LIGHTHOUSE DR' (1) ·
'0.1Mi S OF CR812 LANTANA ' (1) ·
'0.1MI W OF SEM PRATT WHIT' (1) ·
'0.2Mi E of CR-723 ' (1) ·
'0.2MI E OF PROSPERITY FM ' (1) ·
'0.2Mi S of 45TH ST(CR702)' (1) ·
'0.2MI S OF EDWARDS RD ' (1) ·
'0.3MI S OF 45TH STREET ' (1) ·
'0.3MI S of ROYAL PALM WAY' (1) ·
'0.4 MI W of US-1 ' (1) ·
'0.4 MILE S OF ROYAL PALM ' (1) ·
'0.4M S OF ROYAL PALM ' (1) ·
'0.5 Mi W of SR-A1A ' (1) ·
'0.5MI N OF JUPITER BCH RD' (1) ·
'0.5Mi N of PLMBCH CO LINE' (1) ·
'0.5Mi W of SR-76 ' (1) ·
'0.6 Mi S of Flagler Co. ' (1) ·
'0.6Mi NORTH OF SR-804 ' (1) ·
'0.6Mi. W of SR-A1A ' (1) ·
'0.75 mi. E. of I-95 ' (1) ·
'0.8MI N OF BOYNTON BCH BD' (1) ·
'100FT N ANGLE RD CR-607A ' (1) ·
'1mi. West of US-1 ' (1) ·
'250ft North of SR-60 ' (1) ·
'650FT E OF AUSTRALIAN AVE' (1) ·
'7.3 Mi N of US-17 ' (1) ·
'I-4 EB - Padgett Creek ' (1) ·
'I-4 WB - Padgett Creek ' (1) ·
'Palm Beach - Broward Line' (1) ·
'Sixth St. & Nova Rd Canal' (1) ·
'SR-46 - St. Johns River ' (1) ·
'SR-520 - Sykes Creek ' (1) ·
'SR-60 East of 66 Ave ' (1) ·
4.2 Mi N of Sebastian River (1)
Latitude 016:
26192015 (1) ·
26192465 (1) ·
26193002 (1) ·
26200920 (1) ·
26203857 (1) ·
26322054 (1) ·
26322120 (1) ·
26351368 (1) ·
26370205 (1) ·
26422645 (1) ·
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26445590 (1) ·
26450312 (1) ·
26482851 (1) ·
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26501416 (1) ·
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28425058 (1) ·
28520760 (1) ·
28520804 (1) ·
29064881 (1) ·
29100039 (1) ·
29132317 (1) ·
29134537 (1) ·
29151565 (1)
Longitude 017:
80035203 (1) ·
80040089 (1) ·
80040588 (1) ·
80040825 (1) ·
80041664 (1) ·
80041914 (1) ·
80044331 (1) ·
80050036 (1) ·
80050085 (1) ·
80050169 (1) ·
80050508 (1) ·
80051210 (1) ·
80054960 (1) ·
80055545 (1) ·
80075632 (1) ·
80095067 (1) ·
80140376 (1) ·
80162515 (1) ·
80184167 (1) ·
80215950 (1) ·
80224257 (1) ·
80225301 (1) ·
80254872 (1) ·
80274947 (1) ·
80305798 (1) ·
80321860 (1) ·
80404702 (1) ·
81010394 (1) ·
81012996 (1) ·
81020286 (1) ·
81030833 (1) ·
81170942 (1) ·
81171026 (1) ·
81175630 (1) ·
81193774 (1)
Owner 022:
Built 027: (Click arrow to add another value)
Traffic 029:
10158 (1) ·
10585 (1) ·
10900 (1) ·
1200 (1) ·
121 (1) ·
12100 (1) ·
1500 (1) ·
16290 (1) ·
18000 (1) ·
1950 (1) ·
200 (1) ·
21000 (1) ·
2300 (1) ·
23500 (1) ·
23750 (1) ·
26500 (1) ·
28500 (1) ·
3400 (1) ·
3550 (1) ·
4 (1) ·
4483 (1) ·
4500 (1) ·
4700 (1) ·
5000 (1) ·
5500 (1) ·
55000 (1) ·
5900 (1) ·
9100 (1)
Service On 042a:
Service Under 042b: (Click arrow to add another value)
Kind 043a:
Type 043b:
Length 049:
Width 052:
Deck 058:
Superstructure 059:
Substructure 060:
Channel 061:
Bank is beginning to slump. River control devices and embankment protection have widespread minor damage. There is minor stream bed movement evident. Debris is restricting the channel slightly. (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) ·
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)
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 assessed or calculated scour conditions; field review indicates action is required to protect exposed foundations (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 foundations determined to be stable for the assessed or calculated scour condition. Scour is determined to be above top of footing by assessment, by calculation or by installation of properly designed countermeasures. (1)
Future 114:
1000 (1) ·
10236 (1) ·
12291 (1) ·
150 (1) ·
15788 (1) ·
1800 (1) ·
18365 (1) ·
18912 (1) ·
2000 (1) ·
2020 (1) ·
20994 (1) ·
2275 (1) ·
2603 (1) ·
28263 (1) ·
300 (1) ·
31230 (1) ·
36435 (1) ·
3991 (1) ·
40772 (1) ·
41206 (1) ·
45978 (1) ·
49448 (1) ·
5899 (1) ·
6 (1) ·
6000 (1) ·
6159 (1) ·
7050 (1) ·
7140 (1) ·
7778 (1) ·
95425 (1) ·
9625 (1)
Clearance 116:
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