Drilldown: bridge data
From Indian River Lagoon Project
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12216 (1) ·
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Date: (Click arrow to add another value)
County 003:
Place 004: (Click arrow to add another value)
Route 005d:
Direction 005e:
Features 006a:
'C-1 Canal ' (1) ·
'C-37 Canal ' (1) ·
'C-59 Canal ' (1) ·
'Canal C-46 ' (1) ·
'Canal C-47 ' (1) ·
'Canal C-48 ' (1) ·
'E-2-E Canal ' (1) ·
'E-3 CANAL ' (1) ·
'E3-canal ' (1) ·
'F.E.C. Railroad ' (1) ·
'I-95 ' (1) ·
'L-14 CANAL ' (1) ·
'LAT CANAL (LK WORTH INT)' (1) ·
'LWDD E-2 W ' (1) ·
'LWDD E-2E Canal ' (1) ·
'LWDD E-3 CANAL ' (1) ·
'LWDD L-14 Cnl ' (1) ·
'LWDD LAT 8 CANAL ' (1) ·
'Melb Tillman Canal 37 ' (1) ·
'Melbourne Tillman Canal ' (1) ·
'Melbourne-Tillman Canal ' (1) ·
'Tillman Canal ' (1) ·
'Turkey Creek ' (1)
Critical 006b:
Facility 007:
'10TH AVE NORTH ' (1) ·
'Americana Blvd. ' (1) ·
'Aviation Ave. ' (1) ·
'Babcock St(CR-507)' (1) ·
'BISCAYNE DRIVE ' (1) ·
'Brittan Avenue ' (1) ·
'Caballero Ave ' (1) ·
'CR-516 ' (1) ·
'CRESTHAVEN BLVD ' (1) ·
'EB Lake Worth Rd. ' (1) ·
'Eldron Blvd ' (1) ·
'Eldron Blvd. ' (1) ·
'Emerson Drive ' (1) ·
'Forest Hill Blvd. ' (1) ·
'Haverhill Rd ' (1) ·
'JOG ROAD ' (1) ·
'Jupiter Blvd. ' (1) ·
'Jupiter Boulevard ' (1) ·
'KUDZA ROAD ' (1) ·
'Lake Worth Road ' (1) ·
'Lantana Road ' (1) ·
'Malabar Rd ' (1) ·
'Melaleuca Lane ' (1) ·
'Minton Rd. ' (1) ·
'Minton Road CR-509' (1) ·
'Pace Drive ' (1) ·
'Palm Bay Library ' (1) ·
'Palm Bay Parkway ' (1) ·
'Port Malabar Bl EB' (1) ·
'Port Malabar BL WB' (1) ·
'PURDY LANE ' (1) ·
'Robt J Conla Bl EB' (1) ·
'Robt J Conla Bl WB' (1) ·
'SR 91 TPK RMP 93.5' (1) ·
'SR-507 NB ' (1) ·
'WB Lake Worth Rd. ' (1)
Number 008:
700160 (1) ·
700185 (1) ·
700188 (1) ·
704075 (1) ·
704143 (1) ·
704150 (1) ·
704151 (1) ·
704256 (1) ·
705906 (1) ·
705907 (1) ·
705908 (1) ·
705909 (1) ·
705910 (1) ·
705913 (1) ·
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934348 (1) ·
934359 (1) ·
934361 (1) ·
934365 (1) ·
934366 (1) ·
935750 (1)
Location 009:
'0.1 mi E of Minton Rd ' (1) ·
'0.2 mi S of Cocoa Street ' (1) ·
'0.2 mi S of Jupiter Blvd ' (1) ·
'0.26 Mi South of Pace Dr.' (1) ·
'0.2MI S of FOREST HILL BV' (1) ·
'0.4MI S of Melaleuca Ln ' (1) ·
'0.5 mi N of Malabar Rd. ' (1) ·
'0.5 mi N of Malabar Road ' (1) ·
'0.5 MI W OF HAVERHILL RD ' (1) ·
'0.5MI W OF HAVERHILL ROAD' (1) ·
'0.8 MI N of LANTANA ROAD ' (1) ·
'0.9MI W OF MILITARY TRAIL' (1) ·
'1 mi N of Malabar Road ' (1) ·
'1 mi North of Malabar Rd ' (1) ·
'1 Mile East of Jog Rd. ' (1) ·
'1.0Mi. S of Malabar Rd NE' (1) ·
'1.1Mi W of Miltiary Trail' (1) ·
'1.35 mi North of SR-516 ' (1) ·
'1.5 Mi S of Malabar Rd. ' (1) ·
'1.5mi E of Jog Rd. ' (1) ·
'1.6 miles East of SR-507 ' (1) ·
'100 ft E of Minton Road ' (1) ·
'100ft E of Fla Turnpike ' (1) ·
'10ft. E of Minton Road ' (1) ·
'1MI W of SR809 MIL. TRL ' (1) ·
'1mi. east of Jog Rd. ' (1) ·
'2 Mi West of Jupiter Blvd' (1) ·
'2.0Mi. S of Malabar Rd NE' (1) ·
'2.4 mi S of SR-9 ' (1) ·
'50ft W of TPK (SR-91) ' (1) ·
'At Minton Rd. Intersectn ' (1) ·
'Babcock Street over I-95 ' (1) ·
'CR-516 over I-95 ' (1) ·
'LAKE WORTH INTERCHANGE ' (1) ·
'Lake Worth Rd at FL Trnpk' (1) ·
'Minton Road-I-95 ' (1) ·
'SR-507 NB - Tillman Canal' (1)
Latitude 016:
26352535 (1) ·
26352546 (1) ·
26360954 (1) ·
26361478 (1) ·
26362838 (1) ·
26370347 (1) ·
26370804 (1) ·
26370912 (1) ·
26371314 (1) ·
26373441 (1) ·
26375277 (1) ·
26381235 (1) ·
26384113 (1) ·
26385460 (1) ·
26390702 (1) ·
27581117 (1) ·
27583729 (1) ·
27583761 (1) ·
27590343 (1) ·
27590359 (1) ·
27591190 (1) ·
27591500 (1) ·
27594683 (1) ·
27595668 (1) ·
28002252 (1) ·
28002288 (1) ·
28003971 (1) ·
28004740 (1) ·
28004758 (1) ·
28004870 (1) ·
28004888 (1) ·
28004932 (1) ·
28010030 (1) ·
28010115 (1) ·
28010155 (1) ·
28020728 (1) ·
28025656 (1) ·
28031126 (1) ·
28031144 (1)
Longitude 017:
80072023 (1) ·
80074322 (1) ·
80074389 (1) ·
80074527 (1) ·
80074621 (1) ·
80074708 (1) ·
80074786 (1) ·
80074852 (1) ·
80074938 (1) ·
80075828 (1) ·
80084953 (1) ·
80101893 (1) ·
80102240 (1) ·
80102258 (1) ·
80102572 (1) ·
80353497 (1) ·
80353508 (1) ·
80354529 (1) ·
80354573 (1) ·
80371922 (1) ·
80371970 (1) ·
80384417 (1) ·
80392393 (1) ·
80393940 (1) ·
80394165 (1) ·
80394182 (1) ·
80394642 (1) ·
80400209 (1) ·
80400429 (1) ·
80401484 (1) ·
80401656 (1) ·
80401747 (1) ·
80401795 (1) ·
80401800 (1) ·
80401977 (1) ·
80414817 (1) ·
80434410 (1) ·
80441510 (1)
Owner 022:
Built 027:
Traffic 029:
11321 (1) ·
12200 (1) ·
1226 (1) ·
13300 (1) ·
1394 (1) ·
14600 (1) ·
16747 (1) ·
17250 (1) ·
1810 (1) ·
21500 (1) ·
22000 (1) ·
25500 (1) ·
3450 (1) ·
36000 (1) ·
3767 (1) ·
40000 (1) ·
439 (1) ·
46000 (1) ·
4689 (1) ·
50000 (1) ·
5975 (1) ·
6062 (1) ·
6193 (1) ·
6298 (1) ·
6724 (1) ·
716 (1) ·
7300 (1) ·
748 (1) ·
7896 (1) ·
8100 (1) ·
8250 (1) ·
8929 (1) ·
9633 (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 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) ·
No noticeable or noteworthy deficiencies which affect the condition of the channel. (1)
Culvert 062:
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 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) ·
Bridge with "unknown" foundation that has not been evaluated for scour. Until risk can be determined, a plan of action should be developed and implemented to reduce the risk to users from abridge failure during and immediately after a flood event. (1)
Future 114:
10319 (1) ·
11174 (1) ·
1249 (1) ·
12666 (1) ·
13132 (1) ·
14054 (1) ·
1417 (1) ·
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1612 (1) ·
19426 (1) ·
2091 (1) ·
21167 (1) ·
23076 (1) ·
25331 (1) ·
26400 (1) ·
29929 (1) ·
37303 (1) ·
44243 (1) ·
508 (1) ·
5205 (1) ·
5420 (1) ·
62460 (1) ·
6408 (1) ·
6812 (1) ·
69400 (1) ·
7032 (1) ·
7157 (1) ·
7279 (1) ·
7800 (1) ·
79810 (1) ·
828 (1) ·
86750 (1) ·
9128 (1)
Clearance 116:
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