Drilldown: bridge data
From Indian River Lagoon Project
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- Event (169)
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- definition (254)
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Use the filters below to narrow your results.
ObjectID:
County 003:
Place 004:
Features 006a:
'BESSEY CREEK ' (1) ·
'City St. & Crane Creek ' (1) ·
'CR709 GLADES RD & FEC RR' (1) ·
'Eau Gallie River ' (1) ·
'Elbow Creek ' (1) ·
'LAT CANL #45(GLADES INT)' (1) ·
'LATERAL CANAL #38 ' (1) ·
'Palmetto Park Road ' (1) ·
'PHIPP CANAL ' (1) ·
'SR 710 & SCL RR ' (1) ·
'W Camino Real ' (1) ·
'W. Camino Real ' (1)
Critical 006b:
Facility 007:
Number 008:
700006 (1) ·
700007 (1) ·
700008 (1) ·
890082 (1) ·
890085 (1) ·
930159 (1) ·
930187 (1) ·
930188 (1) ·
930198 (1) ·
930199 (1) ·
930223 (1) ·
930333 (1) ·
940076 (1)
Location 009:
'0.37MI N OF SR-712 ' (1) ·
'1.0MI NORTH OF SR-708 ' (1) ·
'1.1 mi. N of Broward line' (1) ·
'1.1mil N. of Broward line' (1) ·
'1.2 MI NO OF LANTANA RD ' (1) ·
'1.3 MI N OF STUART INTRCH' (1) ·
'3.33 Miles S/O PGA BLVD ' (1) ·
'AT BOCA RATON INTERCHANGE' (1) ·
'Boca Raton ' (1) ·
'US-1 - Crane Cr & City St' (1) ·
'US-1 over Elbow Creek ' (1) ·
'US-1- Eau Gallie River ' (1)
Latitude 016:
Longitude 017:
Traffic 029:
Service On 042a:
Service Under 042b:
Kind 043a:
Type 043b:
Length 049:
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)
Culvert 062: (Click arrow to add another value)
Inspect Date 090: (Click arrow to add another value)
Direction 102:
Rebuilt 106: (Click arrow to add another value)
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:
119194 (1) ·
136198 (1) ·
177838 (1) ·
18218 (1) ·
34960 (1) ·
62460 (1) ·
77034 (1) ·
80678 (1) ·
80851 (1) ·
90220 (1)
Clearance 116:
Showing below up to 13 results in range #1 to #13.
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