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: (Click arrow to add another value)
Features 006a:
'CR 812 LANTANA RD ' (1) ·
'Holly Drive ' (1) ·
'I 95 SR 9 ' (1) ·
'I-95 ' (1) ·
'INTRACOASTAL WATERWAY ' (1) ·
'Lantana Road ' (1) ·
'Little Lake Worth ' (1) ·
'Loxahatchee Slough ' (1) ·
'Military Trail ' (1) ·
'Northlake Blvd. ' (1) ·
'PGA Blvd SR 786 ' (1) ·
'SR 786 PGA Blvd ' (1) ·
'SR 91 TPK ' (1) ·
'SR786 I95 I95 Ramps ' (1)
Critical 006b:
Facility 007:
'Central Blvd ' (1) ·
'CR-812 OCEAN AVE ' (1) ·
'DNLD RS RD E 112.2' (1) ·
'Hood Road ' (1) ·
'I 95 NB SR 9 ' (1) ·
'I 95 SR 9 ' (1) ·
'I-95 (SR 9) ' (1) ·
'Investment Lane ' (1) ·
'PGA Blvd (SR786) ' (1) ·
'SB I 95 SR 9 ' (1) ·
'SB I 95 to Lantana' (1) ·
'SR A1A ' (1) ·
'SR786 WB to SB I95' (1) ·
'SR91 NB TPK 91.26 ' (1) ·
'SR91 SB TPK 91.26 ' (1)
Number 008:
930275 (1) ·
930335 (1) ·
930336 (1) ·
930378 (1) ·
930379 (1) ·
930388 (1) ·
930398 (1) ·
930419 (1) ·
930516 (1) ·
930517 (1) ·
930546 (1) ·
930557 (1) ·
931002 (1) ·
931003 (1) ·
934162 (1) ·
934369 (1)
Location 009:
'0.25 mile North of SR 786' (1) ·
'0.3 mi east of US 1 & PGA' (1) ·
'0.3 Mile East of US-1 ' (1) ·
'0.5 E of Military Trail ' (1) ·
'1 mile North of SR 786 ' (1) ·
'1.5 mile North of SR 786 ' (1) ·
'1.61mi east of PGA&SR710 ' (1) ·
'1mi. N of North Lake Blvd' (1) ·
'1mi. N of Northlake Blvd.' (1) ·
'2.1 M S OF LAKEWORTH INTR' (1) ·
'2.1MI S LAKEWORTH INTERCH' (1) ·
'Between N Lake/PGA Blvds.' (1) ·
'Between SR 710 and 786 ' (1) ·
'I 95 SR 786 Interchange ' (1) ·
'Lantana I 95 Interchange ' (1) ·
'N.OF PGA BLVD S.JUPITER ' (1)
Latitude 016:
Longitude 017:
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:
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)
Future 114:
12839 (1) ·
148776 (1) ·
15000 (1) ·
17003 (1) ·
20820 (1) ·
22555 (1) ·
25331 (1) ·
26546 (1) ·
278468 (1) ·
297552 (1) ·
68099 (1) ·
7460 (1) ·
82412 (1)
Clearance 116:
Showing below up to 16 results in range #1 to #16.
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