Drilldown: bridge data
From Indian River Lagoon Project
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Use the filters below to narrow your results.
ObjectID:
County 003:
Place 004:
Route 005d:
Direction 005e:
Features 006a:
'Belvedere Road ' (1) ·
'BRANCH OF ICWW ' (1) ·
'COUNTY LINE CANAL C-23 ' (1) ·
'CR709 GLADES RD & FEC RR' (1) ·
'FEC Railroad ' (1) ·
'FECRR ' (1) ·
'HILLSBORO CANAL L-14 ' (1) ·
'HILLSBORO L-14 CANAL ' (1) ·
'Intracoastal Waterway ' (1) ·
'IWW Indian River ' (1) ·
'Lake Worth Lagoon ' (1) ·
'MIAMI CANAL ' (1) ·
'Nova Road Canal ' (1) ·
'OKEECHOBEE RIM CANAL ' (1) ·
'RIM DITCH CANAL C-24 ' (1) ·
'Service Rd & Canal ' (1) ·
'SR 808 GLADES RD ' (1) ·
'SR 91 TPK ' (1) ·
'SR 91 TPK (STUART INT) ' (1) ·
'SR 91 TPK(OKEECH BV INT)' (1) ·
'SR-68 ' (1) ·
'ST LUCIE CANAL ' (1) ·
'TEN MILE CREEK ' (1) ·
INDIAN RIVER (1)
Critical 006b:
Facility 007:
Number 008:
Location 009:
'.5MI W of A1A & E of SR-5' (1) ·
'0.2 mi E of SR5 on SRA1A ' (1) ·
'0.2MI S OF US-27 ' (1) ·
'0.37MI N OF SR-712 ' (1) ·
'0.4 MI W of SR-7 (US-441)' (1) ·
'0.5 MI SOUTH OF SR-70 ' (1) ·
'0.5MI N OF JUPITER BCH RD' (1) ·
'0.8 MILE EAST OF US-1 ' (1) ·
'0.9 M E OF US-1 ON CR-708' (1) ·
'1 mile North of SR 80 ' (1) ·
'1.2MI S PORT ST LUCIE BLV' (1) ·
'1.2MI S PORT ST LUCIE RMP' (1) ·
'1.9 MI WEST OF SR-715 ' (1) ·
'2.6 MI S OF FT PIER INTCH' (1) ·
'2.6 MI SOUTH OF SR-70 ' (1) ·
'3.4MI NORTH OF SR-714 ' (1) ·
'3.7MI S/O STUART INT. ' (1) ·
'3/4 MI North of SR-706 ' (1) ·
'750FT W OF SR-7 (US-441) ' (1) ·
'Between SRA1A&SR80 Cswys.' (1) ·
'Citrus Ave/FEC RR ' (1) ·
'EB SR800 .2mi West of A1A' (1) ·
'Indiantown Rd./ICW ' (1) ·
'Indiantown Rd/ ICW ' (1) ·
'Just North of SR70 on I95' (1) ·
'Sixth St. & Nova Rd Canal' (1) ·
'SR-401 NB - Barge Canal ' (1) ·
'SR-401 SB - Barge Canal ' (1) ·
'SR-44 - Indian River ' (1) ·
'SR-91 FL TPK OVER SR-808 ' (1) ·
'STUART TPK INTERCHANGE ' (1) ·
'US-1 NB - FECRR ' (1) ·
'US-1 SB over FECRR ' (1) ·
'WB SR800.2Mi west of US-1' (1) ·
'WEST PALM BEACH INTERCH. ' (1) ·
KENNEDY SPACE CENTER (1)
Latitude 016:
Longitude 017:
80023637 (1) ·
80024000 (1) ·
80025300 (1) ·
80025423 (1) ·
80035976 (1) ·
80040125 (1) ·
80041209 (1) ·
80041536 (1) ·
80041914 (1) ·
80043210 (1) ·
80050063 (1) ·
80050482 (1) ·
80072029 (1) ·
80081956 (1) ·
80101495 (1) ·
80162980 (1) ·
80180781 (1) ·
80192646 (1) ·
80195431 (1) ·
80210806 (1) ·
80210855 (1) ·
80230229 (1) ·
80231097 (1) ·
80231141 (1) ·
80233690 (1) ·
80233991 (1) ·
80235220 (1) ·
80375518 (1) ·
80375608 (1) ·
80375690 (1) ·
80401144 (1) ·
80402235 (1) ·
80424695 (1) ·
80454983 (1) ·
80482588 (1) ·
80511310 (1) ·
80511328 (1) ·
80542264 (1) ·
81030833 (1)
Owner 022:
Built 027:
Traffic 029:
10200 (1) ·
10502 (1) ·
106800 (1) ·
114500 (1) ·
12100 (1) ·
1260 (1) ·
12750 (1) ·
15000 (1) ·
1550 (1) ·
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1800 (1) ·
18500 (1) ·
18800 (1) ·
20150 (1) ·
22200 (1) ·
22600 (1) ·
2300 (1) ·
2302 (1) ·
24317 (1) ·
27251 (1) ·
29307 (1) ·
3825 (1) ·
4 (1) ·
4000 (1) ·
40300 (1) ·
46600 (1) ·
4850 (1) ·
500 (1) ·
5900 (1) ·
6500 (1) ·
6700 (1) ·
8950 (1) ·
9200 (1)
Service On 042a:
Service Under 042b:
Kind 043a: (Click arrow to add another value)
Type 043b:
Length 049:
Width 052:
Deck 058:
Superstructure 059:
Substructure 060:
Channel 061: (Click arrow to add another value)
Culvert 062:
None (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: (Click arrow to add another value)
Direction 102:
Rebuilt 106:
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 is scour critical; bridge foundations determined to be unstable for assessed or calculated scour conditions: Scour within limits of footing or piles. Scour below spread-footing base or pile tips. (1) ·
Bridge not over waterway. (1)
Future 114:
None (1) ·
10236 (1) ·
15528 (1) ·
15962 (1) ·
17697 (1) ·
18221 (1) ·
185298 (1) ·
198658 (1) ·
20994 (1) ·
21372 (1) ·
2186 (1) ·
22121 (1) ·
2689 (1) ·
27413 (1) ·
3123 (1) ·
32098 (1) ·
32618 (1) ·
33600 (1) ·
34960 (1) ·
38517 (1) ·
3991 (1) ·
3994 (1) ·
42189 (1) ·
47280 (1) ·
50848 (1) ·
6 (1) ·
600 (1) ·
6940 (1) ·
69920 (1) ·
7980 (1) ·
80851 (1) ·
8415 (1)
Clearance 116:
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