Drilldown: bridge data
From Indian River Lagoon Project
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- Event (169)
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Use the filters below to narrow your results.
ObjectID:
County 003:
Place 004:
Route 005d:
Direction 005e:
Features 006a:
'Bessey Creek ' (1) ·
'BRANCH OF MIAMI CANAL ' (1) ·
'C-17 Canal ' (1) ·
'C-51 Canal ' (1) ·
'E-2W Canal ' (1) ·
'E-3 CANAL ' (1) ·
'Header Creek Canal ' (1) ·
'I-4 ' (1) ·
'I-4 WB ' (1) ·
'Intracoastal Waterway ' (1) ·
'LITTLE MUD CREEK ' (1) ·
'LWDD E-3 CANAL ' (1) ·
'MANATEE POCKET ' (1) ·
'Misner Branch ' (1) ·
'SR-806 Atlantic Ave ' (1) ·
'Ten Mile Creek ' (1) ·
Sebastian River (1)
Critical 006b:
Facility 007:
'Benoist Farms Rd ' (1) ·
'CR-4139 ' (1) ·
'E/B Atlantic Ave. ' (1) ·
'EB Lake Worth Rd. ' (1) ·
'EB SR 70 ' (1) ·
'Hanley Rd. S 25th ' (1) ·
'HORSESHOE POINT RD' (1) ·
'Main Trail ' (1) ·
'MIAMI CANAL ROAD ' (1) ·
'NB I 95 SR 9 ' (1) ·
'Orange camp Rd. ' (1) ·
'PALMETTO PK RD ' (1) ·
'SB I 95 SR 9 ' (1) ·
'SR 70 EB ' (1) ·
'SR 710 ' (1) ·
'SR A1A ' (1) ·
'SR-44 WB ' (1) ·
'SR-656 (17th St.) ' (1) ·
'SR-91 TPK NS 81.77' (1) ·
'SW 48th Avenue ' (1) ·
'W/B Atlantic Ave ' (1) ·
US-1 (1)
Number 008:
700224 (1) ·
790200 (1) ·
790211 (1) ·
790212 (1) ·
796000 (1) ·
880077 (1) ·
890101 (1) ·
894061 (1) ·
930329 (1) ·
930437 (1) ·
930440 (1) ·
930508 (1) ·
930509 (1) ·
930534 (1) ·
931006 (1) ·
934516 (1) ·
934711 (1) ·
934902 (1) ·
940154 (1) ·
940156 (1) ·
940158 (1) ·
944016 (1)
Location 009:
'0.2 Mi E of ANCHOR AVE. ' (1) ·
'0.25mi. east of I-95 ' (1) ·
'0.4 Mi. W of SR-A1A ' (1) ·
'0.6 mile South of SR 882 ' (1) ·
'0.8 Mile West of Nova Rd ' (1) ·
'0.8mi. N of CR-714 ' (1) ·
'1 Mile East of Jog Rd. ' (1) ·
'1.1 Mile S of CR-611B ' (1) ·
'2.2MI S OF SR-80 ' (1) ·
'3.9 MI W of FL Tpk SR 91 ' (1) ·
'5.1 MI SOUTH OF SR-804 ' (1) ·
'7 MI W of FL TPK SR91 ' (1) ·
'ADJ W SIDE MILITARY TRAIL' (1) ·
'Atlantic Ave./Fl. Tpk. ' (1) ·
'Benoist Farms Rd at SR-80' (1) ·
'CR-4139 over I-4 ' (1) ·
'NORTH OF BLIND CREEK ' (1) ·
'Orange camp Rd. over I-4 ' (1) ·
'SR-44 WB over I-4 ' (1) ·
US-1 over Sebastian River (1)
Latitude 016:
26210226 (1) ·
26271300 (1) ·
26271349 (1) ·
26271450 (1) ·
26370804 (1) ·
26384400 (1) ·
26384575 (1) ·
26400360 (1) ·
26404400 (1) ·
26461200 (1) ·
27084791 (1) ·
27102390 (1) ·
27222310 (1) ·
27224250 (1) ·
27233900 (1) ·
27234060 (1) ·
27375640 (1) ·
27511720 (1) ·
28590460 (1) ·
29001448 (1) ·
29010378 (1) ·
29165358 (1)
Longitude 017:
80040600 (1) ·
80040715 (1) ·
80053100 (1) ·
80074511 (1) ·
80074852 (1) ·
80102700 (1) ·
80102834 (1) ·
80102980 (1) ·
80103080 (1) ·
80112778 (1) ·
80152060 (1) ·
80190720 (1) ·
80205980 (1) ·
80221680 (1) ·
80272980 (1) ·
80292802 (1) ·
80295150 (1) ·
80491520 (1) ·
81054109 (1) ·
81135412 (1) ·
81143187 (1) ·
81145411 (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) ·
No noticeable or noteworthy deficiencies which affect the condition of the channel. (1)
Culvert 062:
Inspect Date 090: (Click arrow to add another value)
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 assessed or calculated scour condition. Scour is determined to be within the limits of footing or piles by assessment, 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:
Clearance 116:
Showing below up to 22 results in range #1 to #22.
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