Drilldown: bridge data
From Indian River Lagoon Project
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County 003:
Place 004:
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Route 005d:
Features 006a:
'Banana River ' (1) ·
'BOYNTON CANAL ' (1) ·
'C-18 Canal ' (1) ·
'C-51 CANAL ' (1) ·
'C. Stanley Weaver Canal ' (1) ·
'Canal ' (1) ·
'Canoe Creek ' (1) ·
'CYPRESS CREEK ' (1) ·
'DANFORTH CREEK ' (1) ·
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'E3-canal ' (1) ·
'East Indian River Relief' (1) ·
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'ICWW ' (1) ·
'Indian River ' (1) ·
'Jupiter Creek ' (1) ·
'L-38 CANAL ' (1) ·
'Lake Gertie ' (1) ·
'LATERAL CANAL #30 ' (1) ·
'Long Creek ' (1) ·
'Loxahatchee Slough ' (1) ·
'LWDD E-3 CANAL ' (1) ·
'M-1 CANAL ' (1) ·
'Main Relief Canal ' (1) ·
'N. Fork St. Lucie River ' (1) ·
'RCA CANAL ' (1) ·
'S Fork St. Lucie River ' (1) ·
'St. Johns River ' (1) ·
'Sykes Creek ' (1) ·
'Turnbull Creek ' (1) ·
'WARNER CREEK ' (1) ·
'West Indian River Relief' (1) ·
Tillman Canal (1)
Critical 006b:
Facility 007:
'27th Street ' (1) ·
'CR-713 ' (1) ·
'CR-92 WB ' (1) ·
'DIXIE HIGHWAY ' (1) ·
'East Island Access' (1) ·
'EB Prt St Lucie Bd' (1) ·
'EB SR-710 ' (1) ·
'EB St. Lucie Blvd.' (1) ·
'FLYING COW ROAD ' (1) ·
'Golfview Ave ' (1) ·
'Golfview Avenue ' (1) ·
'HYPOLUXO ROAD EB ' (1) ·
'Indiantown Road ' (1) ·
'JOG ROAD (SB) ' (1) ·
'JOG ROAD SB ' (1) ·
'Loxahatchee Rvr Rd' (1) ·
'Melaleuca Lane ' (1) ·
'MILITARY TR. NB ' (1) ·
'MILITARY TR. SB ' (1) ·
'NW 7TH STREET ' (1) ·
'OKEECHOBEE RD WB ' (1) ·
'PALMWOOD ROAD ' (1) ·
'PROS. FARMS ROAD ' (1) ·
'Sea Ray Drive ' (1) ·
'Spanish River Blvd' (1) ·
'SR-520 EB ' (1) ·
'SR-520 WB ' (1) ·
'SR-528 ' (1) ·
'SR-A1A (Ocean Ave)' (1) ·
'SR91 N/S TPK 83.91' (1) ·
'SR91 N/S TPK 87.74' (1) ·
'SR91 SB OFF RP81.9' (1) ·
'SR91 SB ON RP 81.9' (1) ·
'US-1 SB ' (1) ·
'WB Martin Downs Bd' (1) ·
'WB SR-710 ' (1) ·
'West Island Access' (1) ·
SR-507 SB (1)
Number 008:
700190 (1) ·
700217 (1) ·
700219 (1) ·
700220 (1) ·
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704099 (1) ·
704100 (1) ·
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935223 (1) ·
940139 (1) ·
940140 (1)
Location 009:
'.2 mi. N of Port St. John' (1) ·
'.9 Mi. N of Port St. John' (1) ·
'0.05 MI W of NW 4TH AVE ' (1) ·
'0.1MI N of DONALD ROSS RD' (1) ·
'0.25 MI N OF ATLANTIC AVE' (1) ·
'0.25 Mile N of Center St.' (1) ·
'0.2MI SOUTH OF CR-714 ' (1) ·
'0.2MI W OF ROYAL P.B. BLV' (1) ·
'0.3Mi E of Military Trail' (1) ·
'0.4 Mi West of US 17-92 ' (1) ·
'0.7 MI NORTH OF SR-804 ' (1) ·
'0.7MI N OF BOYNTON BH BL ' (1) ·
'0.7Mi N OF SR-804 ' (1) ·
'1.0MI W OF MILITARY TRAIL' (1) ·
'1.1Mi W of Miltiary Trail' (1) ·
'1.2Mi. E of Savannah Rd. ' (1) ·
'1.8mi. East of SR-91 ' (1) ·
'1.9mi W of N Banana Ri Dr' (1) ·
'130ft. S of Aviation Blvd' (1) ·
'1MI S. OF LINTON BLVD ' (1) ·
'2 miles East of SR-786 ' (1) ·
'2 miles East of SR786 ' (1) ·
'2.12 MI NORTH OF SR-806 ' (1) ·
'2.3 Mi. East of I-95 ' (1) ·
'2mi. East of SR-91 ' (1) ·
'4.03Miles E of SR5 on A1A' (1) ·
'AT SR-80 ' (1) ·
'East of Ernest Lyons Bri.' (1) ·
'S SIDE OF RCA/MONET ROAD ' (1) ·
'SR-520 EB - Banana River ' (1) ·
'SR-520 EB-St. Johns River' (1) ·
'SR-520 WB - Banana River ' (1) ·
'SR-528 EB - Indian River ' (1) ·
'SR-714 East of Fla. Tpk. ' (1) ·
'US-1 SB - Turnbull Creek ' (1) ·
'West of Ernest Lyons Bri.' (1) ·
SR-507 SB-Tillman Canal (1)
Latitude 016:
26212337 (1) ·
26231230 (1) ·
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28272397 (1) ·
28275799 (1) ·
28491498 (1) ·
29031702 (1)
Longitude 017:
80042035 (1) ·
80043190 (1) ·
80055370 (1) ·
80064817 (1) ·
80065730 (1) ·
80071860 (1) ·
80072177 (1) ·
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80242065 (1) ·
80372030 (1) ·
80385322 (1) ·
80385336 (1) ·
80413919 (1) ·
80440500 (1) ·
80494783 (1) ·
80495800 (1) ·
80513613 (1) ·
80522246 (1) ·
81184073 (1)
Owner 022:
Built 027: (Click arrow to add another value)
Traffic 029:
10000 (1) ·
11300 (1) ·
1202 (1) ·
13250 (1) ·
14600 (1) ·
14900 (1) ·
15500 (1) ·
15813 (1) ·
17250 (1) ·
17300 (1) ·
17982 (1) ·
1800 (1) ·
200 (1) ·
20500 (1) ·
22500 (1) ·
25474 (1) ·
29250 (1) ·
29500 (1) ·
3000 (1) ·
3200 (1) ·
33000 (1) ·
34000 (1) ·
4200 (1) ·
48500 (1) ·
6000 (1) ·
6400 (1) ·
6540 (1) ·
7300 (1) ·
78500 (1) ·
8200 (1) ·
90900 (1) ·
978 (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 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) ·
No noticeable or noteworthy deficiencies which affect the condition of the channel. (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)
Future 114:
10410 (1) ·
1174 (1) ·
12000 (1) ·
12666 (1) ·
136198 (1) ·
1390 (1) ·
14227 (1) ·
157712 (1) ·
18500 (1) ·
19134 (1) ·
19606 (1) ·
22989 (1) ·
25331 (1) ·
26893 (1) ·
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30015 (1) ·
31199 (1) ·
3123 (1) ·
35568 (1) ·
3600 (1) ·
39038 (1) ·
44197 (1) ·
500 (1) ·
5040 (1) ·
50749 (1) ·
51182 (1) ·
5552 (1) ·
57255 (1) ·
58990 (1) ·
6940 (1) ·
7000 (1) ·
8175 (1) ·
84148 (1)
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