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)
bridge data > Built 027:
2002
& Channel 061:
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.
Use the filters below to narrow your results.
'C-3 Canal ' (1) ·
'C-51 Canal ' (1) ·
'DRAINAGE CANAL ' (1) ·
'EB SR80 & C-51 Canal ' (1) ·
'G-370 East Inflow Canal ' (1) ·
'G-370 West Inflow Canal ' (1) ·
'Goat Creek ' (1) ·
'Lake Ida Canal E-4 ' (1) ·
'Lateral B Canal ' (1) ·
'LWDD E-3 Canal ' (1) ·
'LWDD L30 Canal ' (1) ·
'US 98-SR 80-WPB Canal ' (1) ·
'US-17-92 -St Johns River' (1)
'CR-606 Oslo Rd ' (1) ·
'EBSR80 to SBSR807 ' (1) ·
'Gateway Blvd. ' (1) ·
'Hagen Ranch Road ' (1) ·
'I 95 SR 9 ' (1) ·
'I-4 WB ' (1) ·
'Lake Ida Road ' (1) ·
'NB SR 807 ' (1) ·
'SBSR807 to EBSR80 ' (1) ·
'SR-91TPK NBSB 97.4' (1) ·
'SR91SB ON/OFF 98.0' (1) ·
'US-1 NB ' (1) ·
'US-27 (SR-25) NB ' (1) ·
'US-27 (SR-25) SB ' (1)
700205 (1) ·
790196 (1) ·
884071 (1) ·
930472 (1) ·
930473 (1) ·
930475 (1) ·
930490 (1) ·
930512 (1) ·
930513 (1) ·
931004 (1) ·
931005 (1) ·
934363 (1) ·
934958 (1) ·
934963 (1)
'0.5MI W of SR-809 Mil Trl' (1) ·
'1Mi E of CR809/Military T' (1) ·
'2.0 Miles N of SR-806 ' (1) ·
'2.7 miles N of SR 806 ' (1) ·
'4.3 MI NORTH OF SR-802 ' (1) ·
'5 mi. N Broward Co. line ' (1) ·
'500' N OF SR-80 (S.BLVD) ' (1) ·
'At CR-613 ' (1) ·
'I-4WB-US-17-92 St Johns R' (1) ·
'SE quadrant PB Int Airprt' (1) ·
'SE quadrant PB Int Airpt ' (1) ·
'US-1 NB over Goat Creek ' (1)
Deterioration or initial disintegration, minor chloride contamination, cracking with some leaching, or spalls on concrete or masonry walls and slabs. Local minor scouring at curtain walls, wingwalls or pipes. Metal culverts have a smooth curvature, non-symmetrical shape, significant corrosion or moderate pitting. (1) ·
N/A (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 (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)
114000 (1) ·
11538 (1) ·
133595 (1) ·
14132 (1) ·
15040 (1) ·
18840 (1) ·
28628 (1) ·
339472 (1) ·
46846 (1) ·
6159 (1) ·
9022 (1) ·
95425 (1)
Showing below up to 14 results in range #1 to #14.
View (previous 250 | next 250) (20 | 50 | 100 | 250 | 500)