Drilldown: bridge data
From Indian River Lagoon Project
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ObjectID:
12186 (1) ·
12248 (1) ·
13664 (1) ·
13752 (1) ·
15146 (1) ·
15151 (1) ·
15196 (1) ·
15202 (1) ·
15203 (1) ·
15266 (1) ·
15271 (1) ·
15644 (1) ·
15655 (1) ·
15656 (1) ·
15715 (1) ·
15776 (1) ·
15822 (1) ·
15873 (1) ·
16024 (1) ·
16043 (1) ·
19166 (1) ·
19167 (1) ·
19397 (1) ·
19462 (1) ·
19512 (1) ·
19551 (1)
County 003:
Place 004:
Route 005d:
Features 006a:
'BELCHER CANAL C-25 ' (1) ·
'Belvedere Road ' (1) ·
'BRANCH OF C-44 CANAL ' (1) ·
'C-51 CANAL ' (1) ·
'C-52 Canal ' (1) ·
'CROOKED CREEK ' (1) ·
'FEC RR(Olympia Overpass)' (1) ·
'FL. TPK. SR-91 ' (1) ·
'Florida Turnpike (SR-91)' (1) ·
'FLORIDA TURNPIKE SR-91 ' (1) ·
'L-10 Canal ' (1) ·
'LEVEE NO.8 ' (1) ·
'Little Haw Creek ' (1) ·
'LOXAHATCHEE CREEK ' (1) ·
'LWDD C-16 CANAL ' (1) ·
'Middle Haw Creek ' (1) ·
'OUTFALL SLOUGH ' (1) ·
'SR-518 ' (1) ·
'SR-91 (Fl. Tpk.) ' (1) ·
'Summit Boulevard ' (1)
Critical 006b:
Facility 007:
'Becker Rd. ' (1) ·
'CR603(JOHNSTON RD)' (1) ·
'CR726(CITRUS BLVD)' (1) ·
'I 95 SR 9 SB ' (1) ·
'I-95 NB ' (1) ·
'I-95 SB ' (1) ·
'INDIANTOWN ROAD ' (1) ·
'JOG ROAD ' (1) ·
'Levee Road ' (1) ·
'LYONS ROAD ' (1) ·
'NB I 95 SR 9 ' (1) ·
'NB I 95 SR 9 ' (1) ·
'NB SR-5 (US-1) ' (1) ·
'PGA Blvd. (SR 786)' (1) ·
'SB SR-5 (US-1) ' (1) ·
'SEACREST BLVD. ' (1) ·
'SR-40 ' (1) ·
'SR-60 EB ' (1) ·
'SR-60 WB ' (1) ·
'SR-714 ' (1) ·
'SR-80WB (Southern)' (1) ·
'SR91 NB TPK 178.03' (1) ·
'SR91 SB TPK 178.03' (1) ·
'ST LUCIE BLVD ' (1) ·
'TAYLOR DAIRY ROAD ' (1)
Number 008:
700122 (1) ·
700941 (1) ·
790018 (1) ·
790920 (1) ·
880058 (1) ·
880066 (1) ·
880090 (1) ·
880091 (1) ·
890001 (1) ·
890015 (1) ·
890021 (1) ·
890159 (1) ·
894014 (1) ·
930265 (1) ·
930291 (1) ·
930292 (1) ·
930407 (1) ·
930486 (1) ·
930805 (1) ·
934142 (1) ·
934297 (1) ·
934499 (1) ·
934731 (1) ·
940041 (1) ·
940071 (1) ·
941001 (1)
Location 009:
'0.3 Mi. W of SE Bosko Dr ' (1) ·
'0.4MI NE OF A1A ' (1) ·
'0.6Mi NORTH OF SR-804 ' (1) ·
'1 mile North of SR 80 ' (1) ·
'1.0M S OF OKEECHOBEE BLVD' (1) ·
'1.4 MILES WEST OF TPK ' (1) ·
'100FT N OF ANGLE ROAD ' (1) ·
'15 MI S OF SR 60 ' (1) ·
'15 MI SOUTH OF SR 60 ' (1) ·
'2Mi West of CR-512 ' (1) ·
'2Mi. West of CR-512 ' (1) ·
'3.6 Mi. E of SR-710 ' (1) ·
'300FT East of CR-717 ' (1) ·
'ADJ TO CR-607A ANGLE RD ' (1) ·
'Between SR 80 and SR 882 ' (1) ·
'Between SR 882 and SR 80 ' (1) ·
'I-95 NB SR-518 ' (1) ·
'I-95 SB SR-518 ' (1) ·
'LYONS ROAD SOUTH OF SR-80' (1) ·
'NB SR-5 1mi. S of CR 708 ' (1) ·
'PUMP STA AT 20 MI BEND ' (1) ·
'SB SR-5 1mi. S of CR 708 ' (1) ·
'SR-40 - Little Haw Creek ' (1) ·
'SR-40 over Middle Haw Cr.' (1) ·
'Tpk/PGA Blvd interchange ' (1) ·
'Turnpike at Stuart exit. ' (1)
Latitude 016:
26322120 (1) ·
26395750 (1) ·
26404575 (1) ·
26410722 (1) ·
26412597 (1) ·
26420393 (1) ·
26484825 (1) ·
26502106 (1) ·
26561373 (1) ·
27020590 (1) ·
27023798 (1) ·
27023948 (1) ·
27091468 (1) ·
27094100 (1) ·
27123412 (1) ·
27281147 (1) ·
27281239 (1) ·
27333350 (1) ·
27333415 (1) ·
27382573 (1) ·
27382633 (1) ·
28071404 (1) ·
29133602 (1) ·
29143956 (1)
Longitude 017:
80035203 (1) ·
80035976 (1) ·
80041480 (1) ·
80041600 (1) ·
80070222 (1) ·
80070240 (1) ·
80074689 (1) ·
80085094 (1) ·
80103468 (1) ·
80110316 (1) ·
80120030 (1) ·
80181600 (1) ·
80200100 (1) ·
80214953 (1) ·
80232703 (1) ·
80241142 (1) ·
80251175 (1) ·
80334956 (1) ·
80403783 (1) ·
80403784 (1) ·
80422093 (1) ·
80422195 (1) ·
80434234 (1) ·
80434242 (1) ·
81133337 (1) ·
81183972 (1)
Owner 022:
Built 027:
Traffic 029:
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: (Click arrow to add another value)
Culvert 062:
Inspect Date 090:
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 not over waterway. (1)
Future 114:
Clearance 116:
Showing below up to 26 results in range #1 to #26.
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