Drilldown: bridge data
From Indian River Lagoon Project
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bridge data > Length 049:
8 
& 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.
& Future Year 115:
2038
& 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.
& Future Year 115:
2038 Use the filters below to narrow your results.
ObjectID:
County 003:
Place 004:
Route 005d:
Direction 005e:
Features 006a:
Critical 006b:
Facility 007:
Number 008:
700050 (1) ·
700064 (1) ·
700065 (1) ·
700100 (1) ·
700177 (1) ·
700951 (1) ·
790008 (1) ·
790048 (1) ·
790122 (1) ·
790214 (1) ·
790215 (1) ·
890012 (1) ·
935502 (1) ·
937005 (1) ·
937006 (1) ·
940028 (1) ·
945014 (1) ·
945015 (1) ·
945016 (1)
Location 009:
'0.1 MI S of PGA BLVD ' (1) ·
'0.1 Miles S. of Ave. D ' (1) ·
'0.2 MI W OF LINDELL BLVD ' (1) ·
'0.26 Miles North of CR-68' (1) ·
'0.3 Miles North of CR-68 ' (1) ·
'0.4 Mi S of Grant Rd. ' (1) ·
'0.5Mi E of A1A ' (1) ·
'0.8 Mi North of SR-46 ' (1) ·
'1.15 Mi S of SR-520 ' (1) ·
'1.3 miles east of I-95 ' (1) ·
'2.3 MI N of SR-46 ' (1) ·
'2.4 Mi. S of SR-520 ' (1) ·
'2.45 mi. E of I-4 ' (1) ·
'2.59 mi. E. of I-4 ' (1) ·
'3.2 MI W Of Barberville ' (1) ·
'6.4 MI E of US-17 ' (1) ·
'SR-400 and Nova Rd. ' (1) ·
I-95 at Fiske Blvd. (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)
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) ·
Moderate to major deterioration or disintegration, extensive cracking and leaching or spalls on concrete or masonry walls and slabs. Minor settlement or misalignment. Noticeable scouring or erosion at curtain walls, wingwalls or pipes. Metal culverts have significant distortion and deflection in one section, significant corrosion or deep pitting (1) ·
N/A (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:
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 foundations determined to be stable for the assessed or calculated scour condition. Scour is determined to be above top of footing by assessment, by calculation or by installation of properly designed countermeasures (1)
Future 114:
Future Year 115: (Click arrow to add another value)
Clearance 116:
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