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HomeMy WebLinkAboutENG 01-19--Cii!of--Report to Executive Committee Pl From: Subject: KERJNG Richard Holborn Director, Engineering Services Report Number: ENG 01-19 Date: January 7, 2019 Municipal Bridge Maximum Gross Vehicle Weight Restrictions -By-law to establish a load limit for certain bridges under the jurisdiction of the City of Pickering -File: A-1440 Recommendation: 1. That the attached draft By-law limiting the gross vehicle weight of any vehicle or any class thereof, passing over certain bridges, under the jurisdiction of The Corporation of the City of Pickering be enacted; and 2. That the appropriate officials of the City of Pickering be authorized to take the necessary actions as indicated in this report. Executive Summary: The Highway Traffic Act and Ontario Regulation 104/97 Standards for Bridges require that every bridge and/or structure be kept safe and in good repair through periodic inspections under the direction of a Professional Engineer and in accordance with the provisions of the Ontario Structure Inspection Manual, or equivalent. Further, The Highway Traffic Act establishes that municipalities "having jurisdiction over a bridge may by by-law limit the gross vehicle weight of any vehicle or any class thereof passing over the bridge". The City of Pickering retains a qualified bridge inspection firm to perform regular bridge inspections every 2 years. In 2016, the City of Pickering retained Keystone Bridge Management Corporation to inspect and validate the gross vehicle weight limit restrictions for the bridge structures included in the parent by-law. Keystone Bridge Management Corporation conducted bridge load testing on 5 municipal bridges in support of determining the appropriate load limit for by-law purposes. As a result of the testing, load limits were assigned to the 5 bridges and established through By-law 7497/16 and accompanying Schedules A and B. Keystone Bridge Management Corporation was retained in 2018 to assess the City's 66 bridges and culverts, of which 55 have a span of 3.0m or over. As a result of the recent assessments and inspections, 2 additional bridges require a load limit by-law and 1 bridge with an existing load limit by-law requires the load limit to be reduced. Based on the above, staff have prepared a proposed by-law which identifies the new recommended maximum weight load limits on 3 bridges (Bridge #7002, 8003 and 10002), maintains the existing maximum weight load limits on 4 bridges (Bridge #6003, 7004, 8001, 9006), and repeals the previously established associated by-law. ENG 01-19 January 7, 2019 Subject: Municipal Bridge Maximum Gross Vehicle Weight Restrictions By-law to establish a load limit for certain bridges under the jurisdiction of the City of Pickering Page 2 Financial Implications: The costfor Keystone Bridge Management Corporation to inspect and re-affirm proposed load limits at the 7 bridge locations and to certify the by-law was $3,825.00 plus HST which is being charged to 2290.2392.0000 Engineering Services -Administration. In order to remove the bridge load limits, future expenditures will be required to rectify structural deficiencies and to bring the bridges up to current code requirements. Discussion: In June of 2016, staff presented report ENG 11-16 to the Executive Committee. The report, as adopted by the Committee and approved by Council: • identified the maximum vehicle load limits established on 5 bridges as a result of the inspections on all bridges currently under the jurisdiction of the City of Pickering • presented for Council endorsement, the draft by-law necessary for bridge load designations • established the necessary schedules for signature by 2 Professional Engineers certifying the safe load limits and the duration for which the limits apply As a result of the recent inspection of the Pickering/Uxbridge Townline bridge (Bridge #10002), there is a need to reduce the maximum vehicular weight limit restriction of the structure from 10 tonnes to 5 tonnes as set out in Municipal Bridge Load By-law 7497/16. Two additional bridges (Bridge #7002, Wilson Bridge on Seventh Concession Road approximately 2. 1 km east of York/Durham Townline Road, and Bridge #8003 on Eighth Concession Road, approximately 0.9 km west of Regional Road #23 (Lake Ridge Road) are recommended for cautionary load limits of 15 tonnes and 20 tonnes respectively. The maximum vehicular weight limit restriction for the remaining 4 bridges remains the same as per the current by-law (By-law 7497/16). A copy of bridge site location maps, the draft amending by-law and revised Schedule "A", which identifies all structures to which the by-law applies, are attached. If passed by Council, a completed Schedule "B" will be signed and sealed by 2 Professional Engineers from Keystone Bridge Management Corporation and will form part of the new by-law. ENG01-19 January 7, 2019 Subject: Municipal Bridge Maximum Gross Vehicle Weight Restrictions By-law to establish a load limit for certain bridges under the jurisdiction of the City of Pickering Attachments: Page 3 1. Being a by-law to limit the gross vehicle weight of any vehicle or class thereof passing over a bridge under the jurisdiction of The Corporation of the City of Pickering pursuant to The Highway Traffic Act, R.S.O. 1990, c.H.8, as amended 2. Location Map - Bridge Load Limits -Structure ID #7004 (Hoover Bridge) & Structure ID #8001 (Lehman #2 Bridge) 3. Location Map - Bridge Load Limits -Structure ID #9006 (Lot 4/5, Cone. 9 Bridge) 4. Location Map - Bridge Load Limits -Structure ID #10002 (Altona Bridge) 5. Location Map - Bridge Load Limits -Structure ID #6003 (Wilson Bridge) 6. Location Map -Bridge Load Limits -Structure ID #7002 (Wilson Bridge) 7. Location Map - Bridge Load Limits -St~ucture ID #8003 (Lot 2, Conc.7/8 Bridge) RH:mjh Recommended for the consideration of Pickerind-);JJ Tony Prevedel, P.Eng. Chief Administrative Officer Approved/Endorsed By: ~~ ?.J..;,viL-~ Richard Holborn, P.Eng. 6 -Director, Engineering Services ~-2-/,Zo/6 ATTACHMENT# / T!PORT# .. 1 of , -~-'! ...<~_;-• fi-J(j 01-J 9 The Corporation of the City Of Pickering By-law No. Being a by-law to limit the gross vehicle weight of any vehicle or any class thereof passing over a bridge under the jurisdiction of the Corporation of the City of Pickering pursuant to the Highway Traffic Act, R.S.O. 1990, c.H.8, as amended. Whereas, pursuant to Section 123 (2) of the Highway Traffic Act R.S.O. 1990 c.H.8, as amended, the municipal corporation or other authority having jurisdiction over a bridge may by by-law, limit the gross vehicle weight of any vehicle or any class thereof passing over the bridge. Now therefore the Council of The Corporation of the City of Pickering hereby enacts as follows: · 1. In this by-law "gross vehicle weight" means the total weight in tonnes transmitted to the highway by a vehicle or combination of vehicles and load. 2. No vehicle or combination of vehicles or any class thereof, whether empty or loaded, shall be operated over those bridges as set out in Column 1 and Column 2 of Schedule A to this by-law where the gross weight exceeds that set out in Column ;3 of Schedule A to this by-law. 3. This by-law shall not become effective until a notice of the maximum limit of gross vehicle weight permitted, legibly printed, has been, posted in a conspicuous place at each end of the bridge. 4. Any person violating the provisions of this by-law is guilty of an offence and on conviction is liable to a fine as provided in the Highway Traffic Act, R.S.O. 1990, c. H.8, as amended from time to time. 5. That the engineers statement verifying the gross vehicle weight limit specified in Section 2 of this by-law are set out in Schedule B, attached and forms part of this by-law. 6. By-law Number 7497/16 is repealed. By-law passed this 28th day of January 2019. David Ryan, Mayor Susan Cassel, City Clerk Column 1 Bridge No. 6003. 7002 7004 8001 8003 9006 10002 f/\JC1 bl -i 9 ATTACHMENT# . I TO REPORT#·--Column 2 .:). of 3 --Schedule A Bridge Load Limits Bridge Location North Road 0.4km south of Seventh Concession Road Seventh Concession Road 2.1 km east of York/Durham Town line Road Sideline 34 0.2km South of Eighth Concession Road Eighth Concession Road 0.10km west of Sideline 34 Eighth Concession Road · 0.9km west of Regional Road #23 Sideline 4 1.4km north of Regional Road #5 Pickering/Uxbridge Townline 0.10km east of Sideline 30 Column 3 Maximum Gross Vehicle Weight 15 tonnes 15 tonnes 1 0 tonnes 15 tonnes 20 tonnes 1 0 tonnes 5 tonnes ATTACHMENT# I TO REPORT# E.,-JC-1 OI·-I 9 __ 3_of_3 __ Schedule B By-law /19 ----------'-------and Profession a I Engineers representing the consulting firm Keystone Bridge Management Corporation, have reviewed the restriction of the gross vehicle weight passing over the bridges as identified in the above noted by-law. Effective as of the date of approval of the bylaw, I agree with the recommended gross vehicle weight limit as set out in By-law /19 for a period of twenty four (24) months. Signed Signed Dated Y'. Q'.'. 0 >-w z ~ L <( I Q'.'. => 0 Engineering Services Department SC>J...E: DATE: 1 :10 000 Jan 7/19 w z :J w Cl iii N I') w z :J w Cl iii Bridge No. 8001 :J w Cl iii Bridge Load Limits Structure ID #7004 (Hoover Bridge) Structure ID #8001 (Lehaman #2 Bridge) ROAD --Q~r,f--P1CKER1NG Engineering Services Department SCALE: DATE: 1:10000 Jan7/19 w z ::J w Q iii Bridge No~ p,o..C\r\C Bridge Load Limits Structure ID #9006 (Lot 4/5, Cone 9 Bridge) -Cq;of-P](KER]NG u. I p.,O..IL.: 0. 5 TOWNLINE PICKERING/UXBRIDGE Engineering Services Department SCAlE: DATE: 1:10 000 Jan 7 /19 REPORT#. )~~1 0 I -/ q 0 I') REGIONAL Bridge Load Limits Structure ID #10002 (Altona Bridge) IX) N w z ::J w D iii OF ROAD -Cd:/of-P](KER]NG w z :J w 0 iii Engineering Services Department SCALE: DATE: 1:10000 Jan7/19 0 ~ 0:: ~ 0 z I ~ 0 z Bridge No. 6003 Bridge Load Limits Structure ID #6003 (Wilson Bridge) iii co N w z id 0 iii co N w z :J w 0 iii -Cl4;0f-PJ(KERJNG SCN.£: SEVENTH CONCESSIO ROAD Engineering Services Department CATE: 1:10000 JAN 7 /19 0 <( n:: ~ n:: 0 z Bridge No. 7002 Bridge Load Limits Structure ID #7002 (Wilson Bridge) w z w 0 1ii II) N w z :J w 0 1ii Ci~4 PlCKERlNG L ,-~S-:-c,ij,_ - -p\PE-LI AN:::MADA V 1~ \ EIGHTH w z a 0 lii \ w z :J w 0 lii I~,,...,------~ CONCESSION L_ -"' ~ Bddge No. 8003 r w z :J w 0 lii Bridge Load Limits 1---, _ __ f ' l1 , Engineering Services Department Structure ID #8003 (Lot 2, Cone. 7/8 Bridge) w Cl 0 ii: w Cl 0 ii: Ol;Jof P1CKER1NG l1==~·1~:1~o~oo~odj ;:;;~~N~1~11~9 ==b==========================_J