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:
County 003:
Place 004:
Direction 005e:
Features 006a:
'BOYNTON CANAL ' (1) ·
'Clint Moore Road ' (1) ·
'Depot Ave & El Rio Canal' (1) ·
'E-1 CANAL ' (1) ·
'Jog Rd. & Turn Arounds ' (1) ·
'LATERAL CANAL #30 ' (1) ·
'S. R. 7 & Return Ramps ' (1) ·
'South Relief Canal ' (1) ·
'SW 10th St. Lowson Blvd ' (1) ·
'US-192 ' (1) ·
Addison Canal (1) ·
Wickham Road (1)
Critical 006b:
Facility 007:
Number 008:
700209 (1) ·
700222 (1) ·
700229 (1) ·
880089 (1) ·
930497 (1) ·
930502 (1) ·
930525 (1) ·
930527 (1) ·
931000 (1) ·
931009 (1) ·
931010 (1) ·
934360 (1)
Location 009:
'0.5 mi N of Atlantic Ave ' (1) ·
'0.7 MI NORTH OF SR-804 ' (1) ·
'2 MI N OF GLADES RD/SR808' (1) ·
'2 miles west of Turnpike ' (1) ·
'2.12 MI NORTH OF SR-806 ' (1) ·
'2.7 Miles South of SR-60 ' (1) ·
'ADJACENT TO US-441 ' (1) ·
'E Congress Ave & S SR 806' (1) ·
'East Tpk & West SR 809 ' (1) ·
'I-95 over US-192 ' (1) ·
I-95 over Addison Canal (1) ·
I-95 over Wickham Road (1)
Latitude 016:
Longitude 017:
Owner 022:
Lanes 028a: (Click arrow to add another value)
Traffic 029:
Service On 042a:
Service Under 042b:
Kind 043a:
Type 043b:
Length 049:
Deck 058:
Superstructure 059:
Substructure 060: (Click arrow to add another value)
Channel 061:
Culvert 062:
Inspect Date 090: (Click arrow to add another value)
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 assessed or calculated scour condition. Scour is determined to be within the limits of footing or piles by assessment, 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:
117980 (1) ·
118848 (1) ·
122864 (1) ·
125788 (1) ·
136198 (1) ·
157712 (1) ·
171592 (1) ·
176174 (1) ·
181308 (1) ·
19104 (1) ·
28628 (1) ·
63328 (1)
Clearance 116:
Showing below up to 12 results in range #1 to #12.
View (previous 250 | next 250) (20 | 50 | 100 | 250 | 500)
