Drilldown: bridge data
From Indian River Lagoon Project
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12235 (1) ·
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County 003:
Place 004:
Route 005d:
Direction 005e:
Features 006a:
'Angle Rd - Belcher Canal' (1) ·
'Angle Rd.- Belcher Canal' (1) ·
'C-15 Canal ' (1) ·
'Canal ' (1) ·
'CANAL C-24 ' (1) ·
'CSX Railroad ' (1) ·
'E-1 CANAL ' (1) ·
'E-1-E CANAL ' (1) ·
'E-3 Canal ' (1) ·
'Eau-Gallie River ' (1) ·
'F.P.F.W.C.D. Canal No. 1' (1) ·
'I-4 ' (1) ·
'I-95 (SR-9) ' (1) ·
'L-14 CANAL ' (1) ·
'L-5 CANAL ' (1) ·
'LATERAL CANAL L-5 ' (1) ·
'LK OSBORNE DR&CENTER DR ' (1) ·
'M CANAL ' (1) ·
'M-1 CANAL ' (1) ·
'Melbourne-Tillman Canal ' (1) ·
'MONTERREY WATERWAY ' (1) ·
'Navy Canal ' (1) ·
'SFWMD C-51 CANAL ' (1) ·
'SHAWANO DRAINAGE DITCH ' (1) ·
'SR-68 ' (1) ·
'SR-9 (I-95) ' (1) ·
'St. Johns River ' (1) ·
Indian River Relief East (1)
Critical 006b:
Facility 007:
'6TH AVE SO. WB ' (1) ·
'Bellevue Ave ' (1) ·
'BOB W RD 130TH ST.' (1) ·
'BROWNS FARM/CR-827' (1) ·
'Emerson Drive ' (1) ·
'Graham Road ' (1) ·
'JOG ROAD ' (1) ·
'JOG ROAD (NB) ' (1) ·
'JOG ROAD (SB) ' (1) ·
'MARINA BLVD. ' (1) ·
'NB I 95 SR 9 ' (1) ·
'NB I-95 (S.R. 9) ' (1) ·
'NB I-95 (SR-9) ' (1) ·
'OKEECHOBEE RD. EB ' (1) ·
'Patti Drive ' (1) ·
'Peninsula Corp Dr ' (1) ·
'PORT ST LUCIE BLVD' (1) ·
'Saxon Blvd WB ' (1) ·
'SB I 95 to Cong Av' (1) ·
'SB I-95 (S.R. 9) ' (1) ·
'SB I-95 (SR-9) ' (1) ·
'SEMINOLE/PRATTWHT.' (1) ·
'SR 614 (INDRIO-RD)' (1) ·
'SR-415 ' (1) ·
'SR-518 ' (1) ·
'SR-5A ' (1) ·
'SR-713 (Kings Hwy)' (1) ·
'SR-808 Glades Road' (1) ·
'SR91 N/S TPK 96.55' (1) ·
SR-520 (1)
Number 008:
700191 (1) ·
700196 (1) ·
704017 (1) ·
705906 (1) ·
790124 (1) ·
790135 (1) ·
790166 (1) ·
790249 (1) ·
930325 (1) ·
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945272 (1) ·
945273 (1)
Location 009:
'.5mi So. of St Lucie Blvd' (1) ·
'.75 MI. S. of US-92 ' (1) ·
'0.2MI E OF SR-7 (US-441) ' (1) ·
'0.2Mi W OF ROYAL P.B. BLV' (1) ·
'0.5 mile West of I-95 ' (1) ·
'0.6 MI E OF I-95 ON SR614' (1) ·
'0.6MI S of SOUTHERN BLVD ' (1) ·
'0.6MI WEST OF I-95 ' (1) ·
'0.76 MI SOUTH OF SR 80 ' (1) ·
'0.8 MI N of LANTANA ROAD ' (1) ·
'0.85 mile South of Linton' (1) ·
'1 mi North of Malabar Rd ' (1) ·
'1 mile S of Linton Blvd ' (1) ·
'1.3 mile S of Linton Rd. ' (1) ·
'1.3mi. South of Linton ' (1) ·
'15ft. N of Pine Island Dr' (1) ·
'1mi. N of SR-70/SR-9 ' (1) ·
'2.5 mi. N of SR 70 ' (1) ·
'4.6MI W OF US-1 ' (1) ·
'40ft. E. of SR-5A ' (1) ·
'4MI N OF OKEECHOBEE BLVD.' (1) ·
'5.7MI W OF US-1 ' (1) ·
'50FT E OF SR-7 (US-441) ' (1) ·
'9.5 MI S OF CR-880 ' (1) ·
'AT SOUTHERN BLVD. ' (1) ·
'AT SR-7 (Range Line Rd) ' (1) ·
'Just North of SR70 on I95' (1) ·
'Saxon Blvd WB - I-4 ' (1) ·
'SR-415 - St. Johns River ' (1) ·
'SR-518 over Eau-Gallie R.' (1) ·
SR-520 - Indian River Relief (1)
Latitude 016:
26195136 (1) ·
26220527 (1) ·
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28293415 (1) ·
28480959 (1) ·
28544052 (1) ·
29112242 (1) ·
29113367 (1)
Longitude 017:
80043911 (1) ·
80052320 (1) ·
80052546 (1) ·
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80052717 (1) ·
80074659 (1) ·
80084210 (1) ·
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80390094 (1) ·
80423456 (1) ·
80425652 (1) ·
81015422 (1) ·
81020145 (1) ·
81123701 (1) ·
81161842 (1)
Owner 022:
Built 027: (Click arrow to add another value)
Traffic 029:
101000 (1) ·
10516 (1) ·
12500 (1) ·
13300 (1) ·
16427 (1) ·
16428 (1) ·
16600 (1) ·
17500 (1) ·
18000 (1) ·
200 (1) ·
20000 (1) ·
21000 (1) ·
21400 (1) ·
21500 (1) ·
2500 (1) ·
255 (1) ·
27251 (1) ·
29307 (1) ·
29500 (1) ·
322 (1) ·
33000 (1) ·
35500 (1) ·
36000 (1) ·
36794 (1) ·
45360 (1) ·
62000 (1) ·
6900 (1) ·
77000 (1) ·
7896 (1) ·
9150 (1) ·
9300 (1)
Service On 042a:
Service Under 042b:
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 being eroded. River control devices and/or embankment have major damage. Trees and brush restrict the channel. (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) ·
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) ·
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 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 is scour critical; bridge foundations determined to be unstable for assessed or calculated scour conditions: Scour within limits of footing or piles. Scour below spread-footing base or pile tips. (1) ·
Bridge not over waterway. (1)
Future 114:
1000 (1) ·
107570 (1) ·
11972 (1) ·
13145 (1) ·
133595 (1) ·
15875 (1) ·
16136 (1) ·
175235 (1) ·
20400 (1) ·
23076 (1) ·
250 (1) ·
28501 (1) ·
28801 (1) ·
300 (1) ·
30362 (1) ·
31230 (1) ·
36435 (1) ·
37129 (1) ·
373 (1) ·
37302 (1) ·
47280 (1) ·
50848 (1) ·
511825 (1) ·
57255 (1) ·
61593 (1) ·
62283 (1) ·
62460 (1) ·
73000 (1) ·
78700 (1) ·
9128 (1)
Clearance 116:
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