Drilldown: bridge data
From Indian River Lagoon Project
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15188 (1) ·
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County 003: (Click arrow to add another value)
Place 004:
Route 005d:
Direction 005e:
Features 006a:
'90th Ave. ' (1) ·
'Blue Cypress Marsh ' (1) ·
'CR 512 (Fellsmere Rd.) ' (1) ·
'L-78 Borrow Canal ' (1) ·
'Lateral "A" Canal ' (1) ·
'Lateral "B" Canal ' (1) ·
'Lateral A Canal ' (1) ·
'Lateral B Canal ' (1) ·
'Lateral C Canal ' (1) ·
'Lateral D Canal ' (1) ·
'Lateral H Canal ' (1) ·
'LATERAL U CANAL ' (1) ·
'Main Relief Canal ' (1) ·
'North Relief Canal ' (1) ·
'Padgett Branch Marsh ' (1) ·
'PARK LATERAL CANAL ' (1) ·
'Range Line Canal ' (1) ·
'Rio Mar Bay ' (1) ·
'South Relief Canal ' (1) ·
'SR 60 ' (1) ·
'St. John's Marsh ' (1)
Critical 006b:
Facility 007:
'16th St/College Ln' (1) ·
'16th Street ' (1) ·
'33rd Street ' (1) ·
'34th Avenue ' (1) ·
'37th Street ' (1) ·
'49th St Lindsey Rd' (1) ·
'4th Street ' (1) ·
'53rd Street ' (1) ·
'56th Place North ' (1) ·
'57th Street ' (1) ·
'5th Street SW ' (1) ·
'66th Avenue ' (1) ·
'Bay Drive ' (1) ·
'CR-512 ' (1) ·
'CR-606 Oslo Rd ' (1) ·
'CR-609 (82nd Ave.)' (1) ·
'CR-611 (45th ST.) ' (1) ·
'CR-630 (41st St.) ' (1) ·
'CR605 Old Dixie ' (1) ·
'Oslo Rd (CR-606) ' (1) ·
'River Drive ' (1) ·
'SR 9 (I-95) ' (1) ·
'SR-60 EB ' (1) ·
'SR-60 WB ' (1) ·
'US-1 (SR-5) ' (1)
Number 008:
880089 (1) ·
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880095 (1) ·
880097 (1) ·
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885813 (1)
Location 009:
'0.1 Mile West of A1A ' (1) ·
'0.3 Miles North of SR 60 ' (1) ·
'0.7Mi South of SR-60 ' (1) ·
'1.3 Mi. North of CR-606 ' (1) ·
'1.6 Miles East of 58th Av' (1) ·
'1.9 Mi South of SR-60 ' (1) ·
'10.3Mi. E of SR-91 (TPK) ' (1) ·
'100Ft. South of Bay Drive' (1) ·
'11.6Mi. E of SR-91 (TPK) ' (1) ·
'12.1Mi. E of SR-91 (TPK) ' (1) ·
'2.0 mi S of SR-60 ' (1) ·
'2.7 Miles South of SR-60 ' (1) ·
'3.8Mi S of Brevard Cty L ' (1) ·
'56th Place North ' (1) ·
'5th St. SW at CR-611 ' (1) ·
'6.4Mi. E of SR-91 (TPK) ' (1) ·
'7MI NORTH OF SR-60 ' (1) ·
'80ft. East of 66th Ave. ' (1) ·
'9.2MI N OF SR-60 ' (1) ·
'At 74th Avenue ' (1) ·
'At CR-611 - 43rd Ave ' (1) ·
'At CR-613 ' (1) ·
'At CR-615 (66th Ave.) ' (1) ·
'At CR-615 (66th Ave) ' (1) ·
'At CR-615 (66th Avenue) ' (1) ·
'I-95 over SR-60 ' (1) ·
'Inter 66th Ave/College Ln' (1)
Latitude 016:
27351435 (1) ·
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27354064 (1) ·
27361500 (1) ·
27361889 (1) ·
27363390 (1) ·
27363546 (1) ·
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27412300 (1) ·
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27415031 (1) ·
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27454113 (1) ·
27460370 (1)
Longitude 017:
80214090 (1) ·
80214400 (1) ·
80225645 (1) ·
80231300 (1) ·
80251340 (1) ·
80251400 (1) ·
80254929 (1) ·
80254958 (1) ·
80260616 (1) ·
80264867 (1) ·
80264934 (1) ·
80274502 (1) ·
80274510 (1) ·
80274550 (1) ·
80274570 (1) ·
80274600 (1) ·
80274650 (1) ·
80274700 (1) ·
80274780 (1) ·
80284500 (1) ·
80294615 (1) ·
80304412 (1) ·
80310299 (1) ·
80330480 (1) ·
80365199 (1) ·
80383118 (1) ·
80430030 (1) ·
80433200 (1) ·
80443870 (1) ·
80475780 (1)
Owner 022:
Built 027:
Traffic 029:
Service On 042a:
Service Under 042b:
Kind 043a:
Type 043b:
Length 049:
Width 052:
Deck 058: (Click arrow to add another value)
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:
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) ·
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:
Clearance 116:
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