Drilldown: bridge data
From Indian River Lagoon Project
Choose a table:
- Event (169)
- News Link (111)
- Organization (18)
- Waterbody (27)
- bridge (13)
- bridge data (1468)
- definition (254)
- fips (487)
- repository (98)
- timeline (19)
- weblink (123)
Use the filters below to narrow your results.
ObjectID:
Status: (Click arrow to add another value)
Date:
County 003:
Place 004: (Click arrow to add another value)
Direction 005e:
Features 006a:
Critical 006b:
Facility 007:
'AUDUBON CSWY ' (1) ·
'Central Blvd. ' (1) ·
'EB SR 786 ' (1) ·
'EB SR-710 ' (1) ·
'I 95 SR 9 ' (1) ·
'I-95 (SR 9) ' (1) ·
'Investment Lane ' (1) ·
'NB I-95 (S.R.9) ' (1) ·
'PGA Blvd (SR786) ' (1) ·
'SB I-95 (SR 9) ' (1) ·
'SR 811 to SB I 95 ' (1) ·
'SR 811 to SB I-95 ' (1) ·
'SR A1A ' (1) ·
'SR91 NB TPK 109.5 ' (1) ·
'WB SR 786 ' (1) ·
'WB SR-710 ' (1)
Number 008:
930491 (1) ·
930492 (1) ·
930493 (1) ·
930516 (1) ·
930517 (1) ·
930518 (1) ·
930521 (1) ·
930526 (1) ·
930535 (1) ·
930536 (1) ·
930546 (1) ·
930557 (1) ·
931013 (1) ·
934162 (1) ·
934175 (1) ·
936451 (1)
Location 009:
'.06mi E OF LANDS END ROAD' (1) ·
'0.3 mi east of US 1 & PGA' (1) ·
'0.5 E of Military Trail ' (1) ·
'0.95 MI N of PGA Blvd. ' (1) ·
'1.61mi east of PGA&SR710 ' (1) ·
'1st overpass east of I-95' (1) ·
'2 miles East of SR-786 ' (1) ·
'2 miles East of SR786 ' (1) ·
'Between N Lake/PGA Blvds ' (1) ·
'Between N Lake/PGA Blvds.' (1) ·
'Between SR 710 and 786 ' (1) ·
'NW quad SR811/786 intchge' (1) ·
'Palm Beach Garden Interch' (1)
Latitude 016:
Longitude 017:
Owner 022:
Traffic 029:
Service On 042a:
Service Under 042b:
Kind 043a:
Type 043b:
Length 049:
Width 052:
Deck 058:
Superstructure 059:
Substructure 060:
Channel 061:
Culvert 062:
Inspect Date 090:
Direction 102:
Rebuilt 106:
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:
1041 (1) ·
10410 (1) ·
12839 (1) ·
148776 (1) ·
20574 (1) ·
23422 (1) ·
25331 (1) ·
278468 (1) ·
297552 (1) ·
66364 (1) ·
7460 (1)
Clearance 116:
Showing below up to 16 results in range #1 to #16.
View (previous 250 | next 250) (20 | 50 | 100 | 250 | 500)
