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:
'C-44 Intake Canal ' (1) ·
'CANAL E-84 ' (1) ·
'COLLIER WATERWAY ' (1) ·
'E-2W CANAL ' (1) ·
'FLORIDA TURNPIKE ' (1) ·
'Hillsboro Canal ' (1) ·
'HILLSBORO CANAL L-14 ' (1) ·
'LAT CANAL (LK WORTH INT)' (1) ·
'LAT CANL #45(GLADES INT)' (1) ·
'Lateral B Canal ' (1) ·
'LWDD E-3 CANAL ' (1) ·
'PHIPP CANAL ' (1) ·
'SFWMD C-15 CANAL ' (1) ·
'SR 882 Forest Hill Blvd ' (1) ·
'SR 91 TPK ' (1) ·
'SR 91 TPK(FT PIERCE INT)' (1) ·
'SR-91 N/S TPK ' (1)
Critical 006b:
Facility 007:
'BRANT DR/CARL BOTT' (1) ·
'CR-606 Oslo Rd ' (1) ·
'CR712 MDWYRD 150.3' (1) ·
'CR726 (Citrus Blv)' (1) ·
'CRESTHAVEN BLVD ' (1) ·
'DARWIN BLVD ' (1) ·
'ENGLAR DRIVE ' (1) ·
'I 95 SR 9 ' (1) ·
'NORTHLAKE BLVD(EB)' (1) ·
'NORTHLAKE BLVD(WB)' (1) ·
'NW 2ND ST ' (1) ·
'Private Road ' (1) ·
'SE 7TH STREET ' (1) ·
'SR 91 TPK RMP 76.3' (1) ·
'SR 91 TPK RMP 93.5' (1) ·
'SR91 N/S TPK 126.5' (1) ·
'SR91 On/Off Rmp106' (1) ·
'SR91 SB ON RP 81.9' (1) ·
'SR91 SB TPK 152.9 ' (1)
Number 008:
884071 (1) ·
885603 (1) ·
890082 (1) ·
894057 (1) ·
930294 (1) ·
930333 (1) ·
930334 (1) ·
930360 (1) ·
930812 (1) ·
931008 (1) ·
931011 (1) ·
934148 (1) ·
934149 (1) ·
934326 (1) ·
935100 (1) ·
935501 (1) ·
940050 (1) ·
940053 (1) ·
945262 (1)
Location 009:
'.2MI S of LINDELL BLVD ' (1) ·
'0.25 MI N OF ATLANTIC AVE' (1) ·
'0.5 MI. E OF SR-80 ' (1) ·
'0.5Mi S of PAAR DRIVE ' (1) ·
'0.5MI W OF HAVERHILL ROAD' (1) ·
'0.9MI W OF SCHUMANN RD ' (1) ·
'1.0 Mi E of Nob Hill Road' (1) ·
'1.0MI NORTH OF SR-708 ' (1) ·
'1.5MI W OF MILITARY TRAIL' (1) ·
'1.74 Miles E of SR-710 ' (1) ·
'2.6 MI S OF FT PIER INTCH' (1) ·
'750FT W OF SR-7 (US-441) ' (1) ·
'AT BOCA RATON INTERCHANGE' (1) ·
'At CR-613 ' (1) ·
'FT PIERCE INTERCHANGE ' (1) ·
'I-95 / SR 882 ' (1) ·
'LAKE WORTH INTERCHANGE ' (1) ·
'SR-710 TPK Interchange ' (1)
Latitude 016:
Longitude 017:
Owner 022:
Built 027:
Traffic 029:
Traffic Year 030: (Click arrow to add another value)
Service On 042a:
Service Under 042b:
Kind 043a:
Type 043b:
Length 049: (Click arrow to add another value)
Width 052:
Deck 058:
Superstructure 059:
Substructure 060:
Channel 061:
Bank protection is being eroded. River control devices and/or embankment have major damage. Trees and brush restrict the channel. (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) ·
No noticeable or noteworthy deficiencies which affect the condition of the channel. (1)
Culvert 062:
Inspect Date 090:
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:
Future Year 115:
Clearance 116:
Showing below up to 19 results in range #1 to #19.
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