Drilldown: bridge data
From Indian River Lagoon Project
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Route 005d:
Features 006a:
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'LATERAL CANAL #30 ' (1) ·
'Loxahatchee Slough ' (1) ·
'LWDD E-3 CANAL ' (1) ·
'Main Relief Canal ' (1) ·
'MANATEE POCKET ' (1) ·
'Misner Branch ' (1) ·
'SR-40 ' (1) ·
'SR-91 N/S TPK ' (1) ·
'St. Johns River ' (1) ·
'Stub Canal & S.F.R.C. ' (1) ·
'Turnbull Creek ' (1) ·
'West Indian River Relief' (1)
Critical 006b:
Facility 007:
'27th Street ' (1) ·
'CR-3 ' (1) ·
'East Island Access' (1) ·
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'SR91 N/S TPK 87.74' (1) ·
'SR91 On/Off Rmp106' (1) ·
'SR91 SB OFF RP81.9' (1) ·
'SR91 SB ON RP 81.9' (1) ·
'US-1 SB ' (1) ·
'WB SR-710 ' (1) ·
'WB US 98 SR 80 ' (1) ·
'West Island Access' (1) ·
'Willowood Drive ' (1)
Number 008:
700217 (1) ·
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Location 009:
'.2 mi. N of Port St. John' (1) ·
'.21 E of Minton Rd. ' (1) ·
'.9 Mi. N of Port St. John' (1) ·
'0.2 Mi E of ANCHOR AVE. ' (1) ·
'0.25 MI N OF ATLANTIC AVE' (1) ·
'0.25 Mile N of Center St.' (1) ·
'0.3Mi E of Military Trail' (1) ·
'0.4 Mi. W of SR-A1A ' (1) ·
'0.7 MI NORTH OF SR-804 ' (1) ·
'0.8 Mile West of Nova Rd ' (1) ·
'1 Mile East of Jog Rd. ' (1) ·
'1.1Mi W of Miltiary Trail' (1) ·
'130ft. S of Aviation Blvd' (1) ·
'2 miles East of SR-786 ' (1) ·
'2 miles East of SR786 ' (1) ·
'2.12 MI NORTH OF SR-806 ' (1) ·
'2.2MI S OF SR-80 ' (1) ·
'2.3 Miles South of SR-40 ' (1) ·
'4.03Miles E of SR5 on A1A' (1) ·
'ADJ W SIDE MILITARY TRAIL' (1) ·
'Between N Lake/PGA Blvds.' (1) ·
'East of Ernest Lyons Bri.' (1) ·
'Graves Ave over I-4 ' (1) ·
'I-95 over SR-40 ' (1) ·
'NW Quad I-95/6th Ave S ' (1) ·
'SR 80 / I-95 Interchange ' (1) ·
'SR 80/ I-95 interchange ' (1) ·
'SR-40EB - Habitat Connect' (1) ·
'SR-44 EB - I-4 ' (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-710 TPK Interchange ' (1) ·
'US-1 SB - Turnbull Creek ' (1) ·
'West of Ernest Lyons Bri.' (1)
Latitude 016:
26210226 (1) ·
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29153158 (1) ·
29165358 (1)
Longitude 017:
80040879 (1) ·
80041085 (1) ·
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80055200 (1) ·
80065730 (1) ·
80071860 (1) ·
80074511 (1) ·
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81153534 (1) ·
81232464 (1)
Owner 022:
Built 027: (Click arrow to add another value)
Traffic 029:
101 (1) ·
10500 (1) ·
13250 (1) ·
13600 (1) ·
14600 (1) ·
14900 (1) ·
16000 (1) ·
171500 (1) ·
17982 (1) ·
1800 (1) ·
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200 (1) ·
21500 (1) ·
25474 (1) ·
28250 (1) ·
3000 (1) ·
3200 (1) ·
3240 (1) ·
3450 (1) ·
4200 (1) ·
49000 (1) ·
50 (1) ·
5792 (1) ·
6000 (1) ·
66000 (1) ·
7300 (1) ·
78500 (1) ·
8150 (1) ·
8200 (1) ·
9089 (1) ·
90900 (1)
Service On 042a:
Service Under 042b:
Kind 043a:
Type 043b:
Length 049:
Width 052:
Deck 058:
Superstructure 059:
Substructure 060:
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. (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) ·
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:
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 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:
10410 (1) ·
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126 (1) ·
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157712 (1) ·
18218 (1) ·
18500 (1) ·
22989 (1) ·
23596 (1) ·
25331 (1) ·
27760 (1) ·
297552 (1) ·
31199 (1) ·
3123 (1) ·
33659 (1) ·
37303 (1) ·
44197 (1) ·
49014 (1) ·
50 (1) ·
500 (1) ·
5040 (1) ·
5552 (1) ·
5986 (1) ·
6300 (1) ·
6940 (1) ·
7008 (1) ·
85015 (1)
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