Drilldown: bridge data
From Indian River Lagoon Project
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Date: (Click arrow to add another value)
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Route 005d:
Direction 005e:
Features 006a:
'B-19 Canal / Trib 1 ' (1) ·
'BOYNTON CANAL ' (1) ·
'C-37 Canal ' (1) ·
'C-51 CANAL ' (1) ·
'C. Stanley Weaver Canal ' (1) ·
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'Long Creek ' (1) ·
'LWDD E-3 CANAL ' (1) ·
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'N Fork Loxahatchee River' (1) ·
'N. Fork St. Lucie River ' (1) ·
'QUAIL COVEY ROAD ' (1) ·
'RCA CANAL ' (1) ·
'Rio Mar Bay ' (1) ·
'S Fork St. Lucie River ' (1) ·
'South Relief Canal ' (1) ·
'Spruce Creek ' (1) ·
'SR 70 ' (1) ·
'SR-91 Turnpike ' (1) ·
'Sykes Creek ' (1) ·
'WARNER CREEK ' (1) ·
Tillman Canal (1)
Critical 006b:
Facility 007:
'5th Street SW ' (1) ·
'Bay Drive ' (1) ·
'CR-4009 ' (1) ·
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'FLYING COW ROAD ' (1) ·
'HYPOLUXO ROAD EB ' (1) ·
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'Island Drive ' (1) ·
'JOG ROAD (SB) ' (1) ·
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'Jupiter Boulevard ' (1) ·
'LINTON BLVD. ' (1) ·
'MILITARY TR. NB ' (1) ·
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'River Drive ' (1) ·
'Sea Ray Drive ' (1) ·
'SR 91 TPK SB 153.2' (1) ·
'SR-406 ' (1) ·
'SR91 NB TPK 153.1 ' (1) ·
'TEQUESTA DRIVE ' (1) ·
'US-1 (SR-5) ' (1) ·
'WB Martin Downs Bd' (1) ·
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SR-507 SB (1)
Number 008:
700190 (1) ·
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Location 009:
'.1 Mile W of US-A1A ' (1) ·
'0.05 MI W of NW 4TH AVE ' (1) ·
'0.1 Mile West of A1A ' (1) ·
'0.1MI N of DONALD ROSS RD' (1) ·
'0.2MI SOUTH OF CR-714 ' (1) ·
'0.2MI W OF ROYAL P.B. BLV' (1) ·
'0.4 Mi West of US 17-92 ' (1) ·
'0.7MI W OF CONGRESS AVE ' (1) ·
'0.7MI W OF CONGRESS AVE.' (1) ·
'0.7MI N OF BOYNTON BH BL ' (1) ·
'0.7Mi N OF SR-804 ' (1) ·
'0.8Mi W of JOG/CARTER RD.' (1) ·
'1 Mi So. of SR-421 ' (1) ·
'1.0MI W OF MILITARY TRAIL' (1) ·
'1.2Mi. E of Savannah Rd. ' (1) ·
'1.2MI. W of US-1 ' (1) ·
'1.3 Mi. North of CR-606 ' (1) ·
'1.8mi. East of SR-91 ' (1) ·
'1.9mi W of N Banana Ri Dr' (1) ·
'100Ft. South of Bay Drive' (1) ·
'1MI S. OF LINTON BLVD ' (1) ·
'2.3 Mi. East of I-95 ' (1) ·
'2.6 MILES NORTH OF SR-709' (1) ·
'2.6 MILES NORTH OF SR-710' (1) ·
'2.7 Miles South of SR-60 ' (1) ·
'200FT N/O Cap Diville Ave' (1) ·
'2mi. East of SR-91 ' (1) ·
'5th St. SW at CR-611 ' (1) ·
'At Minton Rd. Intersectn ' (1) ·
'AT SR-80 ' (1) ·
'S SIDE OF RCA/MONET ROAD ' (1) ·
'SR-406 over Indian River ' (1) ·
'SR-704 Over SR-91 ' (1) ·
'SR-714 East of Fla. Tpk. ' (1) ·
SR-507 SB-Tillman Canal (1)
Latitude 016:
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Longitude 017:
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Owner 022:
Built 027: (Click arrow to add another value)
Traffic 029:
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32750 (1) ·
33000 (1) ·
34000 (1) ·
4000 (1) ·
48500 (1) ·
5760 (1) ·
600 (1) ·
6400 (1) ·
6540 (1) ·
7263 (1) ·
8400 (1) ·
8929 (1) ·
978 (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) ·
Bridge closed because of channel failure. Corrective action may put back in light service. (1) ·
N/A (1)
Culvert 062:
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:
Direction 102:
Rebuilt 106:
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:
10319 (1) ·
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19606 (1) ·
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26893 (1) ·
28628 (1) ·
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3000 (1) ·
30015 (1) ·
34960 (1) ·
35568 (1) ·
3600 (1) ·
39038 (1) ·
43375 (1) ·
500 (1) ·
50749 (1) ·
51182 (1) ·
56821 (1) ·
57255 (1) ·
58990 (1) ·
6940 (1) ·
7000 (1) ·
8175 (1) ·
84148 (1) ·
8788 (1) ·
900 (1)
Clearance 116:
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