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: (Click arrow to add another value)
Direction 005e:
Features 006a:
'17th Avenue North ' (1) ·
'6th Avenue South ' (1) ·
'CR709 GLADES RD & FEC RR' (1) ·
'DRAINAGE CANAL ' (1) ·
'Intracoastal Waterway ' (1) ·
'Intracoastal Waterway ' (1) ·
'LWDD E-3 CANAL ' (1) ·
'LWDD E-4 CANAL ' (1) ·
'SR 802 Lake Worth Rd ' (1) ·
'SR 91 TPK ' (1) ·
'SR802 Lake Worth Rd ' (1) ·
'W.P.B. Canal (C-51) ' (1)
Critical 006b:
Facility 007:
Number 008:
930104 (1) ·
930259 (1) ·
930261 (1) ·
930262 (1) ·
930318 (1) ·
930373 (1) ·
930458 (1) ·
934940 (1) ·
936350 (1) ·
940050 (1) ·
940076 (1) ·
940951 (1) ·
941000 (1)
Location 009:
'.75 miles South of SR-882' (1) ·
'0.2 MI W of I-95 ' (1) ·
'0.37MI N OF SR-712 ' (1) ·
'0.5 MI WEST OF SR-809 ' (1) ·
'1.3mi South of 10th Ave N' (1) ·
'2 mi. N of Lantana Rd ' (1) ·
'2 mi. North of Lantana Rd' (1) ·
'2.6 MI S OF FT PIER INTCH' (1) ·
'2.6 MI SOUTH OF SR-70 ' (1) ·
'6.2 MI N OF ST LUCIE BLVD' (1) ·
'Lake Ave / ICWW ' (1) ·
'Lake Ave. / ICWW ' (1) ·
'Lake Worth ' (1)
Latitude 016:
Longitude 017:
Owner 022:
Traffic 029:
116000 (1) ·
1200 (1) ·
15800 (1) ·
20150 (1) ·
23000 (1) ·
232000 (1) ·
236000 (1) ·
3240 (1) ·
40300 (1) ·
7350 (1)
Service On 042a:
Service Under 042b:
Kind 043a:
Type 043b:
Length 049:
Deck 058:
Superstructure 059:
Substructure 060:
Channel 061:
Culvert 062:
N/A (1) ·
Shrinkage cracks, light scaling and insignificant spalling which does not expose reinforcing steel. Insignificant damage caused by drift with no misalignment and not requiring corrective action. Some minor scouring has occured near curtain walls, wingwalls or pipes. Metal culverts have a smooth symmetrical curvature with superficial corrosion and no pitting. (1)
Inspect Date 090: (Click arrow to add another value)
Direction 102:
Deck Type 107:
Scour 113:
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:
12752 (1) ·
1500 (1) ·
201260 (1) ·
27413 (1) ·
34960 (1) ·
39905 (1) ·
402520 (1) ·
409460 (1) ·
5205 (1) ·
69920 (1)
Clearance 116:
Showing below up to 13 results in range #1 to #13.
View (previous 250 | next 250) (20 | 50 | 100 | 250 | 500)
