Drilldown: bridge data
From Indian River Lagoon Project
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ObjectID:
County 003:
Place 004:
Route 005d:
Direction 005e:
Features 006a:
'6th Avenue South ' (1) ·
'Beamer's Canal ' (1) ·
'C-51 CANAL ' (1) ·
'CR 702 45th Street ' (1) ·
'E-1 Canal ' (1) ·
'El Rio Canal ' (1) ·
'El Rio Canal (E-4) ' (1) ·
'I-95 (S.R. 9) ' (1) ·
'I-95 (SR-9) ' (1) ·
'Lake Ida Canal E-4 ' (1) ·
'Lateral Canal 30 ' (1) ·
'LWDD E-1 Canal ' (1) ·
'LWDD E-3 CANAL ' (1) ·
'Northlake Blvd. ' (1) ·
'SFWMD C-51 CANAL ' (1) ·
'SR 708 (Blue Heron Blvd)' (1) ·
'SR 804 BOYNTON BCH BLVD ' (1) ·
'SR 882 Forest Hill Blvd ' (1) ·
'WPB Drainage Canal ' (1)
Critical 006b:
Facility 007:
'Becker Road ' (1) ·
'Crosstown Parkway ' (1) ·
'FOREST HILL BLVD. ' (1) ·
'I 95 SR 9 ' (1) ·
'I-95 ' (1) ·
'I-95 (SR 9) ' (1) ·
'JOG ROAD ' (1) ·
'Lake Worth Road ' (1) ·
'Military Trail ' (1) ·
'PALMETTO PARK RD. ' (1) ·
'PALMETTO PK RD ' (1) ·
'SR 794 (Yamato Rd)' (1) ·
'SR-808 (Glades Rd)' (1) ·
'SR91 N/S TPK 86.95' (1)
Number 008:
790221 (1) ·
930015 (1) ·
930251 (1) ·
930294 (1) ·
930401 (1) ·
930413 (1) ·
930428 (1) ·
930455 (1) ·
930458 (1) ·
930460 (1) ·
930490 (1) ·
930516 (1) ·
930519 (1) ·
930520 (1) ·
930540 (1) ·
934213 (1) ·
934273 (1) ·
934327 (1) ·
934902 (1) ·
934924 (1) ·
940160 (1) ·
940161 (1)
Location 009:
'0.25 miles S/O SR 794 ' (1) ·
'1 mi N Palm Bch Lake Blvd' (1) ·
'1.3mi South of 10th Ave N' (1) ·
'2 miles N of Atlantic Ave' (1) ·
'2.7 miles N of SR 806 ' (1) ·
'6.2 MILES SOUTH OF SR-802' (1) ·
'ADJ W SIDE MILITARY TRAIL' (1) ·
'At Exit 74 ' (1) ·
'At Exit 76 ' (1) ·
'AT SOUTHERN BLVD. ' (1) ·
'AT SOUTHERN/FORESTHILINTR' (1) ·
'Becker Rd/I-95 interchge ' (1) ·
'Between SR 710 and 786 ' (1) ·
'Crosstown Pkwy/I-95 ' (1) ·
'E Congress Ave. & W I-95 ' (1) ·
'I-95 / SR 882 ' (1) ·
'Just E SR 7-Forest Hill ' (1) ·
'Lake Worth Rd. at SR-7 ' (1) ·
'N of Bellevue Overpass ' (1) ·
'PALMETTO PK RD US-441 SR7' (1) ·
'SR-80 & Military Trail ' (1) ·
'SR-808 at SR-7 Boca Raton' (1)
Latitude 016:
26205893 (1) ·
26210226 (1) ·
26220386 (1) ·
26232830 (1) ·
26233940 (1) ·
26290100 (1) ·
26295890 (1) ·
26314099 (1) ·
26363210 (1) ·
26370131 (1) ·
26390331 (1) ·
26391930 (1) ·
26403700 (1) ·
26404140 (1) ·
26405249 (1) ·
26440030 (1) ·
26453240 (1) ·
26465960 (1) ·
26483165 (1) ·
27123510 (1) ·
27173920 (1) ·
29100540 (1)
Longitude 017:
80040740 (1) ·
80041030 (1) ·
80044365 (1) ·
80050470 (1) ·
80052775 (1) ·
80052810 (1) ·
80055235 (1) ·
80055370 (1) ·
80055515 (1) ·
80055680 (1) ·
80064300 (1) ·
80074511 (1) ·
80084271 (1) ·
80102132 (1) ·
80121038 (1) ·
80121068 (1) ·
80121129 (1) ·
80121646 (1) ·
80144936 (1) ·
80240190 (1) ·
80250330 (1) ·
81045860 (1)
Owner 022:
Built 027:
Lanes 028a: (Click arrow to add another value)
Traffic 029:
160500 (1) ·
173000 (1) ·
17500 (1) ·
1800 (1) ·
195661 (1) ·
203082 (1) ·
213000 (1) ·
226000 (1) ·
232000 (1) ·
32500 (1) ·
34000 (1) ·
36794 (1) ·
39500 (1) ·
40000 (1) ·
43000 (1) ·
45000 (1) ·
49000 (1) ·
49500 (1) ·
57500 (1) ·
90900 (1)
Service On 042a:
Service Under 042b:
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) ·
N/A (1)
Culvert 062:
Moderate to major deterioration or disintegration, extensive cracking and leaching or spalls on concrete or masonry walls and slabs. Minor settlement or misalignment. Noticeable scouring or erosion at curtain walls, wingwalls or pipes. Metal culverts have significant distortion and deflection in one section, significant corrosion or deep pitting (1) ·
N/A (1)
Inspect Date 090: (Click arrow to add another value)
Direction 102:
Rebuilt 106:
Deck Type 107:
Scour 113:
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:
157712 (1) ·
278468 (1) ·
300155 (1) ·
30363 (1) ·
3123 (1) ·
339472 (1) ·
352347 (1) ·
369555 (1) ·
392110 (1) ·
402520 (1) ·
51387 (1) ·
58990 (1) ·
62283 (1) ·
68532 (1) ·
69400 (1) ·
74605 (1) ·
78075 (1) ·
85015 (1) ·
85882 (1) ·
99763 (1)
Clearance 116:
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