Drilldown: bridge data
From Indian River Lagoon Project
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County 003:
Place 004:
Route 005d:
Features 006a:
'Australian Ave and Canal' (1) ·
'Australian Avenue ' (1) ·
'Belvedere Rd to SB I-95 ' (1) ·
'Belvedere Road ' (1) ·
'Burns Road ' (1) ·
'C-51 CANAL ' (1) ·
'C-52 Canal ' (1) ·
'CANAL L-12 ' (1) ·
'CANAL-17 ' (1) ·
'CR 708 ' (1) ·
'CR 782 Linton Blvd ' (1) ·
'DANFORTH CREEK ' (1) ·
'Depot Ave & El Rio Canal' (1) ·
'Header Canal ' (1) ·
'HILLSBORO CANAL L-14 ' (1) ·
'I-95 Ramps & CSXRR ' (1) ·
'I-95 Rmp A C D G & CSXRR' (1) ·
'Jog Rd. & Turn Arounds ' (1) ·
'Kyoto Gardens Dr ' (1) ·
'Lake Ida Road ' (1) ·
'LWDD L-38 CANAL ' (1) ·
'Mercer Ave and CSX RR ' (1) ·
'Ramps A G & C.S.X. RR ' (1) ·
'Ramps A&G/BelvedereRd/RR' (1) ·
'RCA Center Dr & FEC R/R ' (1) ·
'Rowland Canal ' (1) ·
'SR 91 TPK ' (1) ·
'SW 10th St. Lowson Blvd ' (1)
Critical 006b:
Facility 007:
'CR708 125.4 ' (1) ·
'DNLD RS RD E 112.2' (1) ·
'DNLD RS RD W 112.2' (1) ·
'FOREST HILL BLVD. ' (1) ·
'I 95 SR 9 NB ' (1) ·
'I 95 SR 9 SB ' (1) ·
'I 95 to PBIA Ramp ' (1) ·
'LEIGHTON FARM AVE ' (1) ·
'MILITARY TRAIL NB ' (1) ·
'MILITARY TRAIL SB ' (1) ·
'NB I 95 SR 9 ' (1) ·
'NB I-95 (S.R.9) ' (1) ·
'NB I-95 (SR 9) ' (1) ·
'NB I-95 (SR-9) ' (1) ·
'NB I-95 to PBIA R ' (1) ·
'NW 2ND ST ' (1) ·
'Old Dixie Highway ' (1) ·
'PBIA Rp to NB I-95' (1) ·
'PBIA to I-95 Ramp ' (1) ·
'PBIA to SB I-95 ' (1) ·
'SB I 95 Off Ramp ' (1) ·
'SB I 95 SR 9 ' (1) ·
'SB I 95 to SR 80 ' (1) ·
'SB I-95 (SR 9) ' (1) ·
'SB I-95 to PBIA ' (1) ·
'SR 80/Southern Bvd' (1) ·
'SR 811 to SB I 95 ' (1) ·
'SR 811 to SB I-95 ' (1) ·
'SR-60 EB ' (1) ·
'SR-80 EB ' (1) ·
'SR-80 WB ' (1) ·
'WB SR 70 ' (1) ·
'West Farms Road ' (1)
Number 008:
880091 (1) ·
890117 (1) ·
890118 (1) ·
890119 (1) ·
894038 (1) ·
894056 (1) ·
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934213 (1) ·
934915 (1) ·
934916 (1) ·
940119 (1)
Location 009:
'0.1 MILE WEST OF I-95 ' (1) ·
'0.3 mile North of SR 80 ' (1) ·
'0.5 mi N of Atlantic Ave ' (1) ·
'0.6MI South of CR-714 ' (1) ·
'0.7MI N of Northlake Blvd' (1) ·
'1 mile North of SR 80 ' (1) ·
'1.0 Mile West of SR-710 ' (1) ·
'1.5 miles South of SR 806' (1) ·
'16Mi W of SR-7 ' (1) ·
'1MI N OF CLINT MOORE RD ' (1) ·
'1MI N. of CLINT MOORE RD.' (1) ·
'2Mi. West of CR-512 ' (1) ·
'3 MI NORTH OF PGA BLVD ' (1) ·
'7.0 mi. W of FL Turnpike ' (1) ·
'750FT W OF SR-7 (US-441) ' (1) ·
'AT SOUTHERN/FORESTHILINTR' (1) ·
'Between N Lake/PGA Blvds ' (1) ·
'Between N Lake/PGA Blvds.' (1) ·
'E Congress Ave & N SR 806' (1) ·
'E Congress Ave & S SR 806' (1) ·
'East Tpk & West SR 809 ' (1) ·
'I 95 Over Lowson Blvd ' (1) ·
'N.OF PGA BLVD S.JUPITER ' (1) ·
'NB I-95 over CR 708 ' (1) ·
'NW quad SR811/786 intchge' (1) ·
'PBIA/I-95 Interchange ' (1) ·
'SB I-95 over CR 708 ' (1) ·
'SB Ramp to WPB Airport ' (1)
Latitude 016:
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27382573 (1)
Longitude 017:
80035976 (1) ·
80040125 (1) ·
80040450 (1) ·
80040574 (1) ·
80040575 (1) ·
80041000 (1) ·
80041281 (1) ·
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80140214 (1) ·
80140445 (1) ·
80142214 (1) ·
80144936 (1) ·
80180837 (1) ·
80265070 (1) ·
80265190 (1) ·
80285590 (1) ·
80295022 (1) ·
80401144 (1) ·
80403784 (1)
Owner 022:
Built 027: (Click arrow to add another value)
Traffic 029:
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) ·
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: (Click arrow to add another value)
Direction 102:
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:
10063 (1) ·
10712 (1) ·
125788 (1) ·
148776 (1) ·
1730 (1) ·
17350 (1) ·
174 (1) ·
176174 (1) ·
181308 (1) ·
198658 (1) ·
23422 (1) ·
27760 (1) ·
288 (1) ·
39038 (1) ·
3994 (1) ·
5639 (1) ·
5899 (1) ·
58990 (1) ·
62460 (1) ·
70268 (1) ·
82412 (1) ·
8328 (1) ·
9196 (1)
Clearance 116:
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