Drilldown: bridge data
From Indian River Lagoon Project
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County 003:
Place 004:
Route 005d:
Direction 005e:
Features 006a:
'Banana River ' (1) ·
'CANAL ' (1) ·
'Canal - D ' (1) ·
'CR-515 & Indian River ' (1) ·
'Crane Creek Canal L-7 ' (1) ·
'E-1 CANAL ' (1) ·
'EARMAN RIVER CANAL C-17 ' (1) ·
'FECRR ' (1) ·
'HAULOVER CANAL ' (1) ·
'Hypoluxo Rd. ' (1) ·
'Hypoluxo Road ' (1) ·
'I-4 ' (1) ·
'I-95 ' (1) ·
'L.W.D.D. #9 ' (1) ·
'LWDD E-3 CANAL ' (1) ·
'MAPLE CREEK ' (1) ·
'RCA Center Dr & FEC R/R ' (1) ·
'RELIEF CANAL ' (1) ·
'Rowland Canal ' (1) ·
'SHAWANO DRAINAGE DITCH ' (1) ·
'SR 91 TPK ' (1) ·
'SR-401 ' (1) ·
'SR-528 ' (1) ·
'Trib To Turnbull Creek ' (1) ·
'WILLOUGHBY CREEK ' (1) ·
I-95 (1) ·
INDIAN RIVER (1)
Critical 006b:
Facility 007:
'BROWNS FARM/CR-827' (1) ·
'COURTENAY PARKWAY ' (1) ·
'CR712 MDWYRD 150.3' (1) ·
'DAVIS ROAD ' (1) ·
'Fountainhead Blvd.' (1) ·
'Fox Lake Rd. ' (1) ·
'GOLDFINCH LANE ' (1) ·
'HOLLY DRIVE ' (1) ·
'Hypoluxo to SB I95' (1) ·
'INLET CAY DR. ' (1) ·
'ISLAND DRIVE ' (1) ·
'MAC ARTHUR BLVD ' (1) ·
'MAPP RD ' (1) ·
'N CENTRAL PARK BLV' (1) ·
'PIPER'S GLEN ROAD ' (1) ·
'SABLE ISLAND DRIVE' (1) ·
'SBI-95 to Hypoluxo' (1) ·
'SE ST LUCIE BLVD ' (1) ·
'SR 811 to SB I-95 ' (1) ·
'SR-407 NB ' (1) ·
'SR-528 ' (1) ·
'SR-528 EB ' (1) ·
'SR-528 WB ' (1) ·
'Tomoka Farms Rd. ' (1) ·
'US-1 NB ' (1) ·
'US-1 SB ' (1) ·
'US-98 (SR-80) ' (1) ·
'West Farms Road ' (1) ·
'Williams Road ' (1) ·
Grant Rd. (1) ·
NASA CAUSEWAY EB (1) ·
NASA CAUSEWAY WB (1)
Number 008:
700015 (1) ·
700028 (1) ·
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700133 (1) ·
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940050 (1)
Location 009:
'0.03 MI W OF ANDREWS AVE ' (1) ·
'0.04Mi W OF A1A ' (1) ·
'0.1 mi E of Wickham Road ' (1) ·
'0.1 MI S of LIGHTHOUSE DR' (1) ·
'0.1MI N OF SANDPIPER AVE.' (1) ·
'0.2 MI W OF A1A ' (1) ·
'0.25 Mi. West of SR-405 ' (1) ·
'0.25 W of Turnbull Bay Rd' (1) ·
'0.3Mi W of Alt-A1A/SR-811' (1) ·
'0.5 MI WEST OF SR-809 ' (1) ·
'0.6MI N OF PLMTTO PARK RD' (1) ·
'0.7MI W OF SR-401 ' (1) ·
'0.8 MILE N OF 10TH AVE N ' (1) ·
'1.0 Mile West of SR-710 ' (1) ·
'1.9MI S of CR-714 ' (1) ·
'1/2MI S of INDIAN ST. ' (1) ·
'2.6 MI S OF FT PIER INTCH' (1) ·
'4 miles west of SR 7 ' (1) ·
'8.6 MILES SOUTH OF US 1 ' (1) ·
'9.5 MI S OF CR-880 ' (1) ·
'Hypoluxo Rd I 95 Interch ' (1) ·
'Hypoluxo Rd.-I95 intercha' (1) ·
'NW quad SR811/786 intchge' (1) ·
'SR-407 NB at SR-528 WB ' (1) ·
'SR-528 EB - SR-401 ' (1) ·
'SR-528 WB - CR-515 ' (1) ·
'Tomoka Farms Rd - I-4 ' (1) ·
'US-1 NB - FECRR ' (1) ·
'US-1 SB over FECRR ' (1) ·
1.3 Mi. East of CR-507 (1) ·
KENNEDY SPACE CENTER (1)
Latitude 016:
26212592 (1) ·
26212629 (1) ·
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Longitude 017:
80024971 (1) ·
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81045886 (1)
Owner 022:
Built 027:
Traffic 029:
1000 (1) ·
101 (1) ·
1052 (1) ·
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240 (1) ·
25474 (1) ·
3000 (1) ·
3012 (1) ·
3111 (1) ·
325 (1) ·
34500 (1) ·
5000 (1) ·
600 (1) ·
6400 (1) ·
6500 (1) ·
6700 (1) ·
675 (1) ·
6800 (1) ·
7000 (1) ·
825 (1) ·
9188 (1)
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: (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 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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