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 > Length 049:
7 
& 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.
& Direction 102:
2 - way
& 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.
& Direction 102:
2 - way Use the filters below to narrow your results.
ObjectID:
County 003:
Place 004:
Route 005d:
Features 006a:
'Canal ' (1) ·
'Cattail Outfall ' (1) ·
'Creek ' (1) ·
'DANFORTH CREEK ' (1) ·
'Deep Creek ' (1) ·
'Drainage Canal ' (1) ·
'DRAINAGE DITCH ' (1) ·
'Horse Creek ' (1) ·
'Nova Road Canal ' (1) ·
'Outfall ' (1) ·
'Outfall Ditch ' (1) ·
'Pluckebaum Canal ' (1) ·
'Wishbone Canal ' (1) ·
'WPB WATER SUPPLY CANAL ' (1)
Critical 006b:
Facility 007:
'Croton Road ' (1) ·
'Driveway Ent. Exit' (1) ·
'I 95 SR 9 ' (1) ·
'I-95 ' (1) ·
'LEIGHTON FARM AVE ' (1) ·
'Pinehurst Ave N ' (1) ·
'Range Rd ' (1) ·
'Shop Ctr Entrance ' (1) ·
'Sixth St. ' (1) ·
'SR-44 ' (1) ·
'SR-710 Beeline Hwy' (1) ·
'SR-A1A ' (1) ·
'SR91 N/S TPK 147.7' (1) ·
'SR91SB ON/OFF 98.0' (1) ·
'VILLAGE BLVD ' (1)
Number 008:
700093 (1) ·
700094 (1) ·
700097 (1) ·
700098 (1) ·
700166 (1) ·
704045 (1) ·
704102 (1) ·
704194 (1) ·
790164 (1) ·
790165 (1) ·
790199 (1) ·
790216 (1) ·
795587 (1) ·
880069 (1) ·
890090 (1) ·
894038 (1) ·
930190 (1) ·
931005 (1) ·
937712 (1) ·
940106 (1)
Location 009:
'0.6MI South of CR-714 ' (1) ·
'0.75 Mi. South of SR-520 ' (1) ·
'0.8MI S OF 45TH ST CR702 ' (1) ·
'0.9 mi N of Wickham Rd ' (1) ·
'1.5 Mi S of Grant Rd. ' (1) ·
'1.7 Miles N of Aurora Rd.' (1) ·
'1200ft. N. of SR-400 ' (1) ·
'1400ft. N. of SR-400 ' (1) ·
'2 miles east of SR-401 ' (1) ·
'2.2 Mi. S of Grant Rd. ' (1) ·
'2.3Mi N of Ind. River Co.' (1) ·
'2.4Mi N of Ind. River Co.' (1) ·
'2.69 mi. E. of I-4 ' (1) ·
'2.85 MI SOUTH OF SR-712 ' (1) ·
'4.9 Miles North of SR-60 ' (1) ·
'500' N OF SR-80 (S.BLVD) ' (1) ·
'8.9 miles west of SR-76 ' (1) ·
'800 ft. S of SR 704 Exit ' (1) ·
'800ft. N. of SR-400 ' (1) ·
'Sixth St. & Nova Rd Canal' (1)
Latitude 016:
Longitude 017:
Owner 022:
Built 027:
Traffic 029:
Service On 042a:
Service Under 042b:
Kind 043a:
Type 043b:
Length 049: (Click arrow to add another value)
Width 052:
Deck 058:
Superstructure 059:
Substructure 060:
Channel 061: (Click arrow to add another value)
Culvert 062:
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) ·
No noticeable or noteworthy deficiencies which affect the condition of the culvert. Insignificant scrape marks caused by drift. (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:
Direction 102: (Click arrow to add another value)
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)
Future 114:
Clearance 116:
Showing below up to 20 results in range #1 to #20.
View (previous 250 | next 250) (20 | 50 | 100 | 250 | 500)
