Drilldown: bridge data
From Indian River Lagoon Project
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ObjectID:
Status: (Click arrow to add another value)
Date:
County 003:
Place 004:
Direction 005e:
Features 006a:
Critical 006b:
Facility 007:
'COURTENAY PARKWAY ' (1) ·
'CR68 ORNG AV 156.1' (1) ·
'DAVIS ROAD ' (1) ·
'Daytona Avenue ' (1) ·
'I 95 SR 9 ' (1) ·
'KEENE ROAD/CR-611 ' (1) ·
'PARK COMMERCE BLVD' (1) ·
'SR 811 to SB I-95 ' (1) ·
'VANDEGRIFT-WILL RD' (1) ·
'West Farms Road ' (1) ·
NASA CAUSEWAY EB (1) ·
NASA CAUSEWAY WB (1) ·
Overpass Ramp (1)
Number 008:
700218 (1) ·
703001 (1) ·
703002 (1) ·
703004 (1) ·
795504 (1) ·
894056 (1) ·
930375 (1) ·
930493 (1) ·
934506 (1) ·
936500 (1) ·
937202 (1) ·
940056 (1) ·
944014 (1)
Location 009:
'0.02 MI S/O LPGA Blvd ' (1) ·
'0.4 MILE N OF SR-710 ' (1) ·
'0.8 MILE N OF 10TH AVE N ' (1) ·
'1.0 Mile West of SR-710 ' (1) ·
'1.7 miles North of SR 706' (1) ·
'1MILE E OF HATTON HWY ' (1) ·
'2.9 MI N OF SR-70 ' (1) ·
'8.6 MILES SOUTH OF US 1 ' (1) ·
'At ANGLE RD(CR-607A) ' (1) ·
'NW quad SR811/786 intchge' (1) ·
0.7 Mile N of SR-528 (1) ·
KENNEDY SPACE CENTER (1)
Latitude 016:
Longitude 017:
Built 027:
Traffic 029:
Service On 042a:
Service Under 042b:
Kind 043a:
Type 043b:
Length 049:
Width 052: (Click arrow to add another value)
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 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)
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 13 results in range #1 to #13.
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