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.
'BELVEDERE ROAD ' (1) ·
'Benoist Farms Rd ' (1) ·
'BUCKSKIN TRAIL ' (1) ·
'CENTER DRIVE ' (1) ·
'DYER PARK ROAD ' (1) ·
'EB SR 70 ' (1) ·
'LAKE IDA ROAD ' (1) ·
'NORTHLAKE BLVD(EB)' (1) ·
'NORTHLAKE BLVD(WB)' (1) ·
'Orange camp Rd. ' (1) ·
'SR 70 EB ' (1) ·
'SR 710 ' (1) ·
'SR A1A ' (1) ·
'SR-91 TPK NS 81.77' (1) ·
US-1 (1)
700224 (1) ·
790211 (1) ·
894051 (1) ·
930534 (1) ·
931006 (1) ·
934140 (1) ·
934148 (1) ·
934149 (1) ·
934282 (1) ·
934357 (1) ·
934711 (1) ·
934964 (1) ·
940154 (1) ·
940156 (1) ·
940158 (1)
'0.1MI W of HAVERHILL RD. ' (1) ·
'0.25mi. east of I-95 ' (1) ·
'0.5 MILE WEST OF JOG RD ' (1) ·
'1.1 MI E OF JOG ROAD ' (1) ·
'1.5MI W OF MILITARY TRAIL' (1) ·
'150ft. W of WILDWOOD DR ' (1) ·
'3.9 MI W of FL Tpk SR 91 ' (1) ·
'5.1 MI SOUTH OF SR-804 ' (1) ·
'7 MI W of FL TPK SR91 ' (1) ·
'Benoist Farms Rd at SR-80' (1) ·
'IN JOHN PRINCE PARK ' (1) ·
'NORTH OF BLIND CREEK ' (1) ·
'Orange camp Rd. over I-4 ' (1) ·
US-1 over Sebastian River (1)
Bank protection is in need of minor repairs. River control devices and embankment protection have a little minor damage. Banks and/or channel have minor amounts of drift. (1) ·
Banks are protected or well vegetated. River control devices such as spur dikes and embankment protection are not required or are in a stable condition. (1) ·
N/A (1) ·
No noticeable or noteworthy deficiencies which affect the condition of the channel. (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)
Showing below up to 15 results in range #1 to #15.