81285_1 81285 1
User Manual: 81285_1
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Alberta Transportation Bridge Inspection & Maintenance System (Web 2005) 81285 -1 Bridge Culvert
Bridge Culvert Inspection
Bridge File Number 81285 -1 Bridge Culvert
Year Built 1989
Bridge or Town Name THREE CREEKS
Located Over TRIBUTARY TO PEACE RIVER, 8.10.51,
WATERCRS-ST
Located On 986:01 C1 35.336
Water Body Cl./Year
Navigabil. Cl./Year
Legal Land Location SE SEC 8 TWP 85 RGE 20 W5M
Longitude, Latitude -117:06:37, 56:21:18
Road Authority Alberta Transportation (AIT)
Contract Main. Area CMA04
Clear Roadway/Skew 15.6 / 13 deg. (RHF)
AADT/Year 1,030 / 2012 (A)
Road Classification RCU-209-110
Detour Length (km) 60
Form Type CUL1
Lot No. 2
Inspector Name Brian Pientsch
Inspector Class BR CLS A
Assistant Name Clem Guenette
Assistant Class BR CLS B
Inspection Date 22-Mar-2013
Data Entry By Theresa Lacusta
Data Entry Date 08-Apr-2013
Reviewer Name Eric Carcoux
Review Date 08-Apr-2013
Dept. Reviewer Name
Dept. Review Date
Follow-Up By
Bridge Culvert Information
Number of Culverts 1
Pipe # Barrel Span Rise (or Dia.) Type Length Corr. Profile Pl./Slab
Thickness Shape
1 MAIN - 1810 SP 210.9 152X51 5.0 ROUND
Special Features
Special Features Comment
Utilities (Located at)
Utility Attachments
Telephone
Power
Others
Gas
Municipal
Problem (Y/N) No
Remarks Survey markers 10m u/s of inv. and near fenceon West side.
Approach Road / Embankment
Last Now Explanation of Condition
Horizontal Alignment 7 7
Vertical Alignment 6 6
Start of horizontal curve at top of
hill. Curves E and W.
Roadway Width (m) 15.600
Embankment 3 3
Sideslope (__:1) 3.5
(Height of Cover(m) : 40)
EROSION GULLY FROM SE DITCH DOWN TO INLET 1 M WIDE
X.7 M DEEP. -photo
Evident through snow.
40m long x 10m wide slide d/s embankment-photo-04-Apr-2011
Guardrail (Y/N) Yes
Approach Road / Embankment General Rating 3 3
Upstream End
Culvert Component Last Now Explanation of Condition
Direction S
End Treatment (Concrete, Steel,
Others, None) STEEL
Headwall X X
Collar X X
Wingwalls X X
(Shape : )
Cutoff Wall X X
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Alberta Transportation Bridge Inspection & Maintenance System (Web 2005) 81285 -1 Bridge Culvert
Upstream End
Culvert Component Last Now Explanation of Condition
Bevel End 8 N
Heaving (mm) 0
Snow covered
Invert Above/Below Stream Bed BELOW
Above/Below (mm) 200
Scour Protection 7 N
(Type : RIP RAP)
(Avg. Rock Size(mm) : 200)
Snow covered
Scour/Erosion 7 N Snow covered
Beavers (Y/N) No
Upstream End General Rating 7 N
Bridge Culvert Barrel
Culvert Component Last Now Explanation of Condition
(Pipe # : 1, Primary Span, Location Code: MAIN, Span (mm): , Rise (mm): 1810, Type: SP)
Barrel Last Accessible Date 22-Mar-2013
Special Features
Special Feature
(Type : )
Special Feature
(Type : )
Elbow at ring 24 & 46
Roof 5 6
Measured Rise (mm) 1711
Measured At Ring No. 37
Sag (mm) 99
Percent Sag 5
Sidewall 5 7
Measured Span (mm) 1888
Measured At Ring No. 37
Deflection (mm) 78
Percent Deflection 4
Floor N 7
Bulge (mm) 0
Measured At Ring No.
Abrasion (Y/N) No
Circumferential Seams 8 8
Separation (mm) 0
Longitudinal Seams 8 8
Total No. of Cracked Rings 0
Total No. of Rings with Two
Cracked Seams
Min. Remaining Steel
Between Cracks (mm)
Proper Lap (Y/N) Yes
Longitudinal Stagger (Y/N) Yes
1N stagger
Coating 7 7
Corrosion By Soil (Y/N) No
Corrosion By Water (Y/N) Yes
Camber POS/ZERO/NEG ZERO
Ponding (Y/N) No
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Alberta Transportation Bridge Inspection & Maintenance System (Web 2005) 81285 -1 Bridge Culvert
Bridge Culvert Barrel
Culvert Component Last Now Explanation of Condition
(Pipe # : 1, Primary Span, Location Code: MAIN, Span (mm): , Rise (mm): 1810, Type: SP)
Fish Passage Adequacy X 6 Not a fish bearing stream-09-Oct-2009
Baffle X X
(Type : )
Waterway Adequacy 5 5
Icing (Y/N) No
Silting (Y/N) No
Drift (Y/N) No
Barrel General Rating 5 6
Downstream End
Culvert Component Last Now Explanation of Condition
Direction N
End Treatment (Concrete, Steel,
Others, None) STEEL
Headwall X X
Collar X X
Wingwalls X X
(Shape : )
Cutoff Wall X X
Bevel End 7 3
Heaving (mm) 0
Invert Above/Below Stream Bed
Above/Below (mm) 0
Scour Protection 7 N
(Type : RIP RAP)
(Avg. Rock Size(mm) : 200)
Snow covered
Scour/Erosion 7 3 Slide over bevel.
Beavers (Y/N) No
Downstream End General Rating 7 3
Structure Usage
Last Now Explanation of Condition
Channel (U/S and D/S)
Alignment 6 6
Bank Stability 6 6 Erosion u/s.
HWM (m below Top of Culvert) 1.0
Drift (Y/N) No
Oct 9, 2009
(HWM ON U/S FENCE - MINOR DEBRIS -00/06/22).
Channel Bottom
Degrading/Aggrading
Beavers (Y/N) No
Stable
(Fish Compensation Measure 1 : NONE)
(Fish Compensation Measure 2 : NONE)
Channel General Rating 6 6
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Alberta Transportation Bridge Inspection & Maintenance System (Web 2005) 81285 -1 Bridge Culvert
Maintenance Recommendations
Inspector Recommendations Year Inspector Comments Department Comments Target Year Est. Cost Cat #
SHOTCRETE REPAIRS
PLACE ADDITIONAL RIP RAP
REMOVE DRIFT ACCUMULATION
INSTALL CONCRETE/STEEL LINING
INSTALL STRUTS
INSTALL CONCRETE COLLAR/CUTOFF
REPAIR SEAMS
OTHER ACTION 2013 Repair slide & ditch erosion.
OTHER ACTION
OTHER ACTION
OTHER ACTION
Structural Condition Rating (Last/Now)
(%) 55.6/66.7 Sufficiency Rating (Last/Now)
(%) 45.0/43.6 Est. Repl. Yr 2027 Maint. Reqd. (Y/N) Yes
Special
Comments for
Next Inspection
Department
Comments
Maintenance Reviewed By Date Estimated Total 0
Proposed Long-Term Strategy
On 3-Year Program (Y/N)
Proposed Action
Previous Inspector's Name Brian Pientsch Previous Assistant's Name
Next Inspection Date 22-Jun-2016 Previous Inspection Date 04-Apr-2011
Inspection Cycle (Default) (months) 39
Comment
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