Drilldown: bridge data
From Indian River Lagoon Project
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ObjectID:
13756 (1) ·
15128 (1) ·
15138 (1) ·
15139 (1) ·
15164 (1) ·
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15263 (1) ·
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County 003:
Place 004:
Route 005d:
Direction 005e:
Features 006a:
'C-51 Canal ' (1) ·
'CAMINO CANAL ' (1) ·
'CANAL ' (1) ·
'CANAL E-84 ' (1) ·
'CANAL N. END LAKE IDA ' (1) ·
'Canal No. 1 (Rim Canal) ' (1) ·
'DANFORTH CREEK ' (1) ·
'Drainage Canal ' (1) ·
'E-1 CANAL ' (1) ·
'EL RIO (E-4) CANAL ' (1) ·
'El Rio Canal ' (1) ·
'GARDEN CANAL ' (1) ·
'Hidden Valley Canal C15 ' (1) ·
'JOANN CANAL ' (1) ·
'Lateral C Canal ' (1) ·
'Lateral H Canal ' (1) ·
'LWDD E-3 CANAL ' (1) ·
'LWDD E-4 CANAL ' (1) ·
'LWDD E1 CANAL ' (1) ·
'N Fork Loxahatchee River' (1) ·
'NORTH RELIEF CANAL ' (1) ·
'RANGE LINE CANAL ' (1) ·
'RELIEF CANAL ' (1) ·
'SALERNO CREEK ' (1) ·
'SFWMD C-15 CANAL ' (1) ·
'SLOUGH ' (1) ·
'SOUTH RELIEF CANAL ' (1) ·
'SR 882 Forest Hill Blvd ' (1) ·
'SR 91 TPK ' (1) ·
'SR 91 TPK(FT PIERCE INT)' (1) ·
'SR-91 N/S TPK ' (1) ·
'SWEETIE SLOUGH ' (1) ·
'Tributary to Spruce Crk ' (1) ·
'US-192 ' (1) ·
'WPB Drainage Canal ' (1)
Critical 006b:
Facility 007:
'53rd Street ' (1) ·
'Benoist Farms Rd ' (1) ·
'BRANT DR/CARL BOTT' (1) ·
'CAMINO GARDENS BL ' (1) ·
'CAMINO GARDENS BLV' (1) ·
'CR-508 (69TH ST.) ' (1) ·
'CR-510 WABASSO RD ' (1) ·
'CR-611 (43 AVE) ' (1) ·
'CR-615 (66TH AVE) ' (1) ·
'CR-619 82ND AVE. ' (1) ·
'CR712 MDWYRD 150.3' (1) ·
'CYPRESS WAY ' (1) ·
'DARWIN BLVD ' (1) ·
'DIXIE HWY (A1A) ' (1) ·
'I 95 SR 9 ' (1) ·
'I-95 ' (1) ·
'I-95 (SR 9) ' (1) ·
'INDIANTOWN RD. ' (1) ·
'LOWSON BOULEVARD ' (1) ·
'MAPP ROAD ' (1) ·
'McClure Road ' (1) ·
'Oslo Rd (CR-606) ' (1) ·
'PALMETTO PARK RD. ' (1) ·
'S. LAKE DRIVE ' (1) ·
'Spanish River Blvd' (1) ·
'SR91 On/Off Rmp106' (1) ·
'SR91 SB TPK 152.9 ' (1) ·
'SW 15TH AVE ' (1) ·
'SW GREENRIDGE LANE' (1) ·
'TEQUESTA DRIVE ' (1) ·
'Tomoka Farms Rd ' (1) ·
'US-1 (SR-5) ' (1) ·
'US98/441 SR15/700 ' (1) ·
'VIA DELRAY BLVD ' (1) ·
'YAMATO RD ' (1)
Number 008:
700209 (1) ·
794007 (1) ·
880006 (1) ·
880045 (1) ·
880047 (1) ·
884020 (1) ·
884027 (1) ·
884028 (1) ·
884076 (1) ·
884083 (1) ·
890155 (1) ·
894041 (1) ·
894049 (1) ·
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935303 (1) ·
935501 (1) ·
935507 (1) ·
936701 (1) ·
936776 (1) ·
940050 (1) ·
940053 (1) ·
945262 (1)
Location 009:
'.2MI S of LINDELL BLVD ' (1) ·
'0.1 MILE NORTH OF SR-714 ' (1) ·
'0.1MI E of SW 9TH AVE ' (1) ·
'0.1MI S of CAMINO GARDEN ' (1) ·
'0.2 MI W of CONGRESS AVE ' (1) ·
'0.2 MILE E OF SW 9TH AVE ' (1) ·
'0.2MI S of CAMINO GARDEN ' (1) ·
'0.2MI W OF I-95 ' (1) ·
'0.3MI E of SR-7 (US-441) ' (1) ·
'0.5Mi S of PAAR DRIVE ' (1) ·
'0.5MI W OF MILITARY TRAIL' (1) ·
'0.6 mi North of Taylor Rd' (1) ·
'0.6MI N OF CR-606 ' (1) ·
'0.6MI S of SW96 ST(CR76A)' (1) ·
'0.9 MILES WEST OF TPK ' (1) ·
'1 mi N Palm Bch Lake Blvd' (1) ·
'1.1MI Wof CR-615(66th St)' (1) ·
'1.2MI. W of US-1 ' (1) ·
'1.5Mi E of Military Trail' (1) ·
'1.6 Miles East of 58th Av' (1) ·
'1MI W OF CR-615 ' (1) ·
'1MI SW OF US-441 ' (1) ·
'2.6 MI S OF FT PIER INTCH' (1) ·
'2.6MI N OF SR-60 ' (1) ·
'200FT N of NW 22ND STR ' (1) ·
'3.7 MILES NORTH OF SR-60 ' (1) ·
'3MI W OF CR-615 ' (1) ·
'7.4Mi N. of Palm Beach Co' (1) ·
'At CR-611 - 43rd Ave ' (1) ·
'AT SALERNO ROAD AND A1A ' (1) ·
'Benoist Farms Rd at SR-80' (1) ·
'FT PIERCE INTERCHANGE ' (1) ·
'I-95 / SR 882 ' (1) ·
'I-95 over US-192 ' (1) ·
'No. City Line Boca Raton ' (1) ·
'PALMETTO PK RD US-441 SR7' (1) ·
'SR-710 TPK Interchange ' (1)
Latitude 016:
26201757 (1) ·
26201913 (1) ·
26202088 (1) ·
26202500 (1) ·
26205893 (1) ·
26231070 (1) ·
26233914 (1) ·
26252016 (1) ·
26252859 (1) ·
26264610 (1) ·
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26305150 (1) ·
26391930 (1) ·
26404400 (1) ·
26440030 (1) ·
26481006 (1) ·
26481194 (1) ·
26560520 (1) ·
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27033480 (1) ·
27044705 (1) ·
27084441 (1) ·
27102500 (1) ·
27130777 (1) ·
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27243006 (1) ·
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27355338 (1) ·
27403887 (1) ·
27412300 (1) ·
27413663 (1) ·
27431010 (1) ·
27431016 (1) ·
27445662 (1) ·
28044400 (1) ·
29055168 (1)
Longitude 017:
80041030 (1) ·
80042598 (1) ·
80044272 (1) ·
80044372 (1) ·
80045345 (1) ·
80052775 (1) ·
80054717 (1) ·
80054787 (1) ·
80055270 (1) ·
80055282 (1) ·
80060114 (1) ·
80060914 (1) ·
80061282 (1) ·
80075055 (1) ·
80075297 (1) ·
80100580 (1) ·
80102700 (1) ·
80114936 (1) ·
80120025 (1) ·
80121038 (1) ·
80161000 (1) ·
80183914 (1) ·
80212173 (1) ·
80230229 (1) ·
80240119 (1) ·
80251400 (1) ·
80254958 (1) ·
80255007 (1) ·
80274580 (1) ·
80284193 (1) ·
80285095 (1) ·
80294317 (1) ·
80303713 (1) ·
80385060 (1) ·
80402996 (1) ·
80422199 (1) ·
81040715 (1)
Owner 022:
Built 027:
Traffic 029:
0 (1) ·
100 (1) ·
1000 (1) ·
10000 (1) ·
11700 (1) ·
13600 (1) ·
153 (1) ·
15800 (1) ·
17200 (1) ·
18700 (1) ·
213000 (1) ·
226000 (1) ·
2300 (1) ·
2500 (1) ·
2600 (1) ·
27233 (1) ·
3000 (1) ·
31000 (1) ·
32500 (1) ·
400 (1) ·
416 (1) ·
44000 (1) ·
4780 (1) ·
5500 (1) ·
600 (1) ·
6000 (1) ·
6124 (1) ·
6363 (1) ·
6600 (1) ·
6818 (1) ·
68500 (1) ·
7800 (1) ·
8100 (1)
Service On 042a:
Service Under 042b:
Kind 043a:
Type 043b:
Length 049: (Click arrow to add another value)
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 being eroded. River control devices and/or embankment have major damage. Trees and brush restrict the channel. (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) ·
N/A (1)
Culvert 062:
Inspect Date 090:
Direction 102: (Click arrow to add another value)
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 not over waterway. (1)
Future 114:
1000 (1) ·
1041 (1) ·
10410 (1) ·
10625 (1) ·
11451 (1) ·
11625 (1) ·
118848 (1) ·
13533 (1) ·
14054 (1) ·
15000 (1) ·
1562 (1) ·
200 (1) ·
20300 (1) ·
23596 (1) ·
265 (1) ·
27413 (1) ·
28050 (1) ·
29842 (1) ·
32445 (1) ·
369555 (1) ·
392110 (1) ·
3990 (1) ·
4000 (1) ·
4337 (1) ·
4511 (1) ·
47249 (1) ·
51387 (1) ·
53785 (1) ·
694 (1) ·
7200 (1) ·
76340 (1) ·
7636 (1) ·
8293 (1) ·
9543 (1)
Clearance 116:
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