Drilldown: bridge data
From Indian River Lagoon Project
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- Event (169)
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- definition (254)
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- weblink (123)
Use the filters below to narrow your results.
ObjectID:
County 003:
Place 004:
Features 006a:
'BOYNTON CANAL ' (1) ·
'CR 812 LANTANA RD ' (1) ·
'E-2W CANAL ' (1) ·
'I-95 ' (1) ·
'LATERAL CANAL #30 ' (1) ·
'LATERAL CANAL L-5 ' (1) ·
'Pine Street ' (1) ·
'SR 70 ' (1) ·
'SR 91 TPK ' (1) ·
'SR-806 Atlantic Ave ' (1) ·
'SR-91 N/S TPK ' (1) ·
'SR-91 TPK(GLADES RD INT)' (1) ·
'SR91 TPK (JUPITER INT) ' (1)
Critical 006b:
Facility 007:
'HOOD RD 110.944 ' (1) ·
'SR-528 EB ' (1) ·
'SR-91 TPK NS 81.77' (1) ·
'SR91 N/S TPK 83.91' (1) ·
'SR91 N/S TPK 87.74' (1) ·
'SR91 N/S TPK 96.55' (1) ·
'SR91 NB TPK 116.3 ' (1) ·
'SR91 NB TPK 153.1 ' (1) ·
'SR91 NB TPK 91.26 ' (1) ·
'SR91 On/Off Rmp106' (1) ·
'SR91 SB OFF RP81.9' (1) ·
'SR91 SB ON RP 81.9' (1) ·
'SR91 SB TPK 91.26 ' (1) ·
'SR91SB ON/OFF 76.4' (1)
Number 008:
700151 (1) ·
700198 (1) ·
930441 (1) ·
930447 (1) ·
930450 (1) ·
931002 (1) ·
931003 (1) ·
931006 (1) ·
931007 (1) ·
931008 (1) ·
931009 (1) ·
931010 (1) ·
931011 (1) ·
931012 (1) ·
940135 (1)
Location 009:
'0.25 MI N OF ATLANTIC AVE' (1) ·
'0.7 MI NORTH OF SR-804 ' (1) ·
'0.76 MI SOUTH OF SR 80 ' (1) ·
'1.8 MI N OF PGA BLV/SR786' (1) ·
'2.1 M S OF LAKEWORTH INTR' (1) ·
'2.12 MI NORTH OF SR-806 ' (1) ·
'2.1MI S LAKEWORTH INTERCH' (1) ·
'2.6 MILES NORTH OF SR-710' (1) ·
'5.1 MI SOUTH OF SR-804 ' (1) ·
'BOCA RATON INTERCHNG #28 ' (1) ·
'SR 91 at Jupiter Interch ' (1) ·
'SR-528 EB at I-95 ' (1) ·
'SR-528 EB over Pine St. ' (1) ·
'SR-710 TPK Interchange ' (1)
Latitude 016:
Longitude 017:
Owner 022: (Click arrow to add another value)
Built 027:
Traffic 029:
Service On 042a:
Service Under 042b:
Kind 043a:
Type 043b:
Length 049:
Width 052:
Deck 058:
Superstructure 059: (Click arrow to add another value)
Substructure 060: (Click arrow to add another value)
Channel 061:
Culvert 062:
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 not over waterway. (1)
Future 114:
10250 (1) ·
10844 (1) ·
10930 (1) ·
12666 (1) ·
133595 (1) ·
136198 (1) ·
157712 (1) ·
171592 (1) ·
23596 (1) ·
32965 (1) ·
34960 (1) ·
5552 (1) ·
68099 (1)
Clearance 116:
Showing below up to 15 results in range #1 to #15.
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