Drilldown: bridge data
From Indian River Lagoon Project
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ObjectID:
County 003:
Place 004:
None (1) ·
24350 (1) ·
30975 (1) ·
54175 (1) ·
58725 (1) ·
77275 (1) ·
Cocoa (1) ·
Fort Pierce (1) ·
Grant (1) ·
Micco (1) ·
Titusville (1) ·
West Palm Beach (1)
Route 005d:
Features 006a:
'Aurantia Rd. ' (1) ·
'Belvedere Rd to SB I-95 ' (1) ·
'BESSEY CREEK ' (1) ·
'COUNTY LINE CANAL C-23 ' (1) ·
'CR 708 ' (1) ·
'CR 712 (Midway Road) ' (1) ·
'DRAINAGE CANAL ' (1) ·
'DRAINAGE DITCH ' (1) ·
'I-4 ' (1) ·
'I-95 ' (1) ·
'NB I-95 to Belvedere Rd.' (1) ·
'PHIPP CANAL ' (1) ·
'RIM DITCH CANAL C-24 ' (1) ·
'SR 70 ' (1) ·
'SR 91 TPK ' (1) ·
'SR 91 TPK (ST LUCIE INT)' (1) ·
'SR 91 TPK (STUART INT) ' (1) ·
'SR 91 TPK(FT PIERCE INT)' (1) ·
'SR-713 (King Hwy) ' (1) ·
'SR-91 (Fl. Tpk.) ' (1) ·
'SR-91 (Fla's. Turnpike) ' (1) ·
'SR-91 (Fla's.Turnpike) ' (1) ·
'US-1 ' (1) ·
Banana River Relief (1) ·
I-95 (1)
Critical 006b:
Facility 007:
Number 008:
Location 009:
'0.2 MI N OF ST LUCIE BLVD' (1) ·
'0.25 Mi. West of SR-405 ' (1) ·
'0.3 mile North of SR 80 ' (1) ·
'0.45MI NORTH OF SR-708 ' (1) ·
'0.51 MI NORTH OF SR-70 ' (1) ·
'0.51MI SOUTH OF SR-714 ' (1) ·
'0.74 MI N OF ST LUCIE BLV' (1) ·
'1.0MI NORTH OF SR-708 ' (1) ·
'1.2 MI NORTH OF SR-70 ' (1) ·
'1.2MI S PORT ST LUCIE BLV' (1) ·
'1.2MI S PORT ST LUCIE RMP' (1) ·
'1.3 MI N OF STUART INTRCH' (1) ·
'1.5 Mi N/O SW Kanner Hwy ' (1) ·
'1.5 N of SW KANNER HWY ' (1) ·
'1.5mi N of SR-68 ' (1) ·
'1.6 MI N OF MARTIN CO ' (1) ·
'1.8MI NORTH OF SR-708 ' (1) ·
'2.2 MI SOUTH OF SR-76 ' (1) ·
'2.6 MI NORTH OF SR-714 ' (1) ·
'2.6 MI S OF FT PIER INTCH' (1) ·
'2.6 MILES NORTH OF SR-709' (1) ·
'2.6 MILES NORTH OF SR-710' (1) ·
'2.85 MI SOUTH OF SR-712 ' (1) ·
'3.4MI NORTH OF SR-714 ' (1) ·
'4.5 Mi. N of SR-46 ' (1) ·
'FT PIERCE INTERCHANGE ' (1) ·
'I-95 over Midway Road ' (1) ·
'Just N. of Southern Blvd ' (1) ·
'NB I-95 over CR 708 ' (1) ·
'Orange camp Rd. over I-4 ' (1) ·
'SB I-95 over CR 708 ' (1) ·
'SR-405 EB - US-1 ' (1) ·
'SR-405 WB - US-1 ' (1) ·
'STUART TPK INTERCHANGE ' (1) ·
'Tomoka Farms Rd - I-4 ' (1) ·
'Turnpike at Stuart exit. ' (1) ·
1.3 Mi. East of CR-507 (1) ·
1.9MI E of Babcock St. (1) ·
SR-520 - Banana River (1)
Latitude 016:
Longitude 017:
Built 027:
Traffic 029:
1000 (1) ·
12600 (1) ·
1400 (1) ·
1550 (1) ·
15800 (1) ·
16000 (1) ·
16340 (1) ·
1700 (1) ·
17500 (1) ·
1900 (1) ·
20150 (1) ·
20500 (1) ·
21500 (1) ·
24000 (1) ·
24317 (1) ·
2600 (1) ·
26500 (1) ·
32250 (1) ·
34244 (1) ·
35500 (1) ·
40300 (1) ·
40500 (1) ·
44400 (1) ·
46600 (1) ·
48633 (1) ·
7000 (1) ·
7100 (1)
Service On 042a:
Service Under 042b: (Click arrow to add another value)
Kind 043a:
Type 043b:
Length 049:
Width 052:
Deck 058:
Superstructure 059:
Substructure 060:
Channel 061:
Bank is beginning to slump. River control devices and embankment protection have widespread minor damage. There is minor stream bed movement evident. Debris is restricting the channel slightly. (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)
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) ·
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 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) ·
Bridge not over waterway. (1)
Future 114:
12145 (1) ·
12318 (1) ·
1735 (1) ·
20700 (1) ·
2429 (1) ·
2689 (1) ·
27413 (1) ·
27760 (1) ·
28350 (1) ·
2950 (1) ·
30362 (1) ·
3296 (1) ·
34960 (1) ·
35568 (1) ·
37302 (1) ·
41640 (1) ·
42189 (1) ·
4511 (1) ·
45978 (1) ·
55954 (1) ·
59413 (1) ·
61592 (1) ·
69920 (1) ·
70268 (1) ·
77034 (1) ·
80851 (1) ·
84378 (1)
Clearance 116:
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