81285_1 81285 1
User Manual: 81285_1
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Alberta Transportation Bridge Inspection & Maintenance System (Web 2005) Bridge File Number 81285 -1 Bridge Culvert Year Built 1989 Bridge Culvert Inspection Form Type 81285 -1 Bridge Culvert CUL1 Lot No. 2 Bridge or Town Name THREE CREEKS Inspector Name Brian Pientsch Located Over TRIBUTARY TO PEACE RIVER, 8.10.51, WATERCRS-ST Inspector Class BR CLS A Assistant Name Clem Guenette Located On 986:01 C1 35.336 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 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 Dept. Reviewer Name Clear Roadway/Skew 15.6 / 13 deg. (RHF) AADT/Year 1,030 / 2012 (A) Road Classification RCU-209-110 Dept. Review Date Follow-Up By Detour Length (km) 60 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 Gas Power Municipal Others 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 Start of horizontal curve at top of hill. Curves E and W. Vertical Alignment 6 6 Roadway Width (m) 15.600 Embankment 3 Sideslope (__:1) 3 3.5 (Height of Cover(m) : 40) Guardrail (Y/N) 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 Yes Approach Road / Embankment General Rating Culvert Component Direction 3 3 Upstream End Last Now Explanation of Condition S End Treatment (Concrete, Steel, STEEL Others, None) Headwall X X Collar X X X X X X Wingwalls (Shape : Cutoff Wall ) Page 1 of 4 Alberta Transportation Bridge Inspection & Maintenance System (Web 2005) Culvert Component Bevel End Heaving (mm) Last 8 Upstream End Now Explanation of Condition N Snow covered 0 Invert Above/Below Stream Bed BELOW Above/Below (mm) 200 Scour Protection 7 N Snow covered 7 N Snow covered 7 N (Type : RIP RAP) (Avg. Rock Size(mm) : 200) Scour/Erosion Beavers (Y/N) No Upstream End General Rating 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 Elbow at ring 24 & 46 (Type : ) Special Feature (Type : ) Roof Measured Rise (mm) 1711 Measured At Ring No. 37 Sag (mm) 99 Percent Sag 5 Sidewall Measured Span (mm) 1888 Measured At Ring No. 37 Deflection (mm) 78 Percent Deflection 4 Floor Bulge (mm) 5 6 5 7 N 7 8 8 8 8 0 Measured At Ring No. Abrasion (Y/N) No Circumferential Seams Separation (mm) 0 Longitudinal Seams Total No. of Cracked Rings 0 1N stagger Total No. of Rings with Two Cracked Seams Min. Remaining Steel Between Cracks (mm) Proper Lap (Y/N) Yes Longitudinal Stagger (Y/N) Yes Coating 7 Corrosion By Soil (Y/N) No Corrosion By Water (Y/N) Yes Camber POS/ZERO/NEG ZERO Ponding (Y/N) No 7 Page 2 of 4 81285 -1 Bridge Culvert 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 Baffle X X 5 5 5 6 Not a fish bearing stream-09-Oct-2009 (Type : ) Waterway Adequacy Icing (Y/N) No Silting (Y/N) No Drift (Y/N) No Barrel General Rating Downstream End Last Now Explanation of Condition N Culvert Component Direction End Treatment (Concrete, Steel, STEEL Others, None) Headwall X X Collar X X Wingwalls X X X X 7 3 7 N Snow covered 7 3 Slide over bevel. 7 3 (Shape : ) Cutoff Wall Bevel End Heaving (mm) 0 Invert Above/Below Stream Bed Above/Below (mm) 0 Scour Protection (Type : RIP RAP) (Avg. Rock Size(mm) : 200) Scour/Erosion Beavers (Y/N) No Downstream End General Rating Structure Usage Last Now Explanation of Condition Channel (U/S and D/S) Alignment 6 6 Bank Stability 6 6 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) Erosion u/s. Stable No (Fish Compensation Measure 1 : NONE) (Fish Compensation Measure 2 : NONE) Channel General Rating 6 6 Page 3 of 4 Alberta Transportation Bridge Inspection & Maintenance System (Web 2005) Inspector Recommendations SHOTCRETE REPAIRS PLACE ADDITIONAL RIP RAP REMOVE DRIFT ACCUMULATION INSTALL CONCRETE/STEEL LINING INSTALL STRUTS INSTALL CONCRETE COLLAR/CUTOFF REPAIR SEAMS OTHER ACTION OTHER ACTION OTHER ACTION OTHER ACTION Structural Condition Rating (Last/Now) (%) 81285 -1 Bridge Culvert Year Maintenance Recommendations Inspector Comments Department Comments 2013 Repair slide & ditch erosion. 55.6/66.7 Sufficiency Rating (Last/Now) (%) 45.0/43.6 Special Comments for Next Inspection Department Comments Maintenance Reviewed By Date Est. Repl. Yr On 3-Year Program (Y/N) Proposed Action Brian Pientsch Previous Assistant's Name Next Inspection Date 22-Jun-2016 Previous Inspection Date Inspection Cycle (Default) (months) 39 Comment Page 4 of 4 2027 04-Apr-2011 Est. Cost Maint. Reqd. (Y/N) Estimated Total Proposed Long-Term Strategy Previous Inspector's Name Target Year 0 Cat # Yes
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