Loading...
HomeMy WebLinkAbout[07a] 2010 Seal Coat/Crack FillMY OF 8T.:J066PE MEETING DATE: April 15th 2010 Council Agenda Item 7(a) AGENDA ITEM: Engineering /Public Works Report a. 2010 Seal Coat /Crack Fill SUBMITTED BY: Public Works BOARD /COMMISSION /COMMITTEE RECOMMENDATION: PREVIOUS COUNCIL ACTION: In 2008 the City Council accepted the City's first Street Maintenance Plan. The purpose of the plan was to develop a plan to help protect the infrastructure. The roads were inventoried and reviewed and areas were scheduled for seal coating, overlay and crack filing. Budgetary constraints delayed some of the work identified and we are two years behind on the seal coating schedule. Each year the 5 -year capital plan includes the programming for the coming year. At this time we are scheduling the seal coating as identified for the year 2008 and the crack filling for 2010. Attached is the Capital Improvement form for the street maintenance program. BACKGROUND INFORMATION: Staff has received quotes from several vendors for crack seal /seal coat bituminous maintenance. These quotes were for 38,349sq/yd of bituminous to be seal coated and approximately 70,000 ft of crack in the bituminous pavement which would require approximately 25,000lbs of crack seal. Astech has the low quote on the seal coat at $1.00 per sq /yd. Hard Line Asphalt has the low quote on the crack seal at $1.04 per /lb but does not include using compressed air to blow the cracks and a sweeper to clean up after the routing. Astech has the required equipment to perform the crack sealing to the City of St. Joseph's specifications at $1.18 per /lb. Therefore, staff is recommending Astech for crack filling and seal coating of the streets. Staff also received quotes on the trail system in Klinefelter Park for crack seal and sealing the walking path. The trail is a 3,234ft trail that is in need of maintenance. Astech is the low quote at $4,665.00. Staff is recommending rejuvenator on the trail and not a chip seal. After application the trail would be closed for two days to allow curing of the rejuvenator. A summary of the quotes received include the following: * *Estimate does not include compressed air to blow the cracks, nor street sweeping Crack Seal Seal Coat Trails Total Estimate Astech - $ 29,500 $ 38,349 $ 4,665 $ 72,514 Pearson - $ 0.00 $ 39,883 $ 0.00 $ 39,883 Hard Line - $ 26,000 ** $ 0.00 $ 0.00 $ 26,000 Bargen - $ 0.00 $ 0.00 $ 6,997 $ 6,997 ACI - Declined to quote due to market conditions * *Estimate does not include compressed air to blow the cracks, nor street sweeping Total estimated cost for all of the above bituminous maintenance is $72,514.00. Staff is requesting up to $80,000.00 to ensure planned bituminous maintenance is completed. The amount of crack fill requested is an estimate of the required amount needed. The City is allowed to utilize quotes for projects under $ 100,000 so the request is within the statutory guidelines. BUDGET /FISCAL IMPACT: Up to $80,000 will be used from the general capital equipment fund for bituminous maintenance. ATTACHMENTS: PW -1001: Seal Coating Streets ....................................... ............................... 7(a):1 Proposed Seven Year Seal Coat & Crack Seal Plan [North & South Half] 7(a):2 -3 REQUESTED COUNCIL ACTION: Accept the low quote of Astech to complete seal coating and crack filling based on the street maintenance plan, authorizing the Mayor to execute the necessary contract documents. CITY OF ST. JOSEPH CAPITAL IMPROVEMENT PLAN 2010-2014 PROJECT TITLE: Seal Coating Streets TOTAL COST: varies each year 2t111I 8U1�GET: $T �OOO.0 PROJECT CATEGORY: Improvements other than Buildings DESCRIPTION: Street Maintenance Program JUSTIFICATION: Account Code: E490 -43120 -530 This program was started in 2004. We didn't do any streets in 2004. In 2005 we sealcoated streets in Northland. The amount allowed in prior years was $25,000, current requested amount is $50,000. We need to budget at least $50,000 to avoid falling way behind on this program. With the increased oil cost the cost per year will need to increase to maintain coverage as designed previous years. The estimated 2010 full sealcoating cost to be $67,800 plus $5,000 in engineering fees for 2008 identified projects plus $25,000 for crack seal for the 2010 projects. p; PROJECT COSTS AND FUNDING SOURCES BY YEARS: Project Funding Prior Source I Years 2010 2011 2012 2013 2014 Total General Fund Equipment: 0.00 Streets 44,114.00 75,000.00 80,000.00 85,000.00 85,000.00 85,000.00 454,114.00 0.00 0.00 0.00 PROJECT COSTS PROJECT STARTING DATE: 2004 Preliminaries Land Acquisition Construction PROJECT COMPLETION DATE: ongoing annually Equipment and Other 454,114.00 Total $454,114.00 NEIGHBORHOOD: Presented to the City Council on Approved— Denied Tabled Comments Approval to Purchase Date Authorizing Initials Date r z a J I ao > I �- o z �- W� 0 0 J< VI zQ I � I I � KZ OW �O U J - W------------ - - - - -- --- - - - - -- --- - - - - -- 0 J N- Q� 3 GD 01 W U J O O O O O O O QIr CO ' N N N N N N N UVI Ul oaooa■■a� __________________ I I I I a I __________ _ _________________ 1 ________________ _. I . I I I ; 1 -1 f -T' 1 -I I- i - - - - -- - - - - - -- I I I I I I I I I I p 111111 JJ_ L L1 ------- II - T F T -1I I__________________ I 1 I ►11 // 1 El1 1 1 m �s 1 I M ___________ +_________ _________h_____________ _ I 1 i i I I I M1111111111111 lr� i7omklim �) III ��`v/ ♦ ♦, I' III' � ♦ I I I \ \ V r 4- s_ y1 _j______ . I .!T ----------- +--- ______________ +__ _____ _______ ____�.__ I Fio, ■I 1�111111111�I ■ it 22 . Im ® I I • ■ Hill , 1 I I I -- - - - - - - - - - 1 - - - - -- ---- I - - - - -- - - - - - -- I I I I I I I I I I p ----------- +--- ______________ +__ _____ _______ ____�.__ I Fio, ■I 1�111111111�I ■ it 22 . Im ® I I • ■ Hill , 1 I I I 1 I I I Los I ------- II ___ ____ +________ _____ I__________________ +_ S I I ►11 // 1 El1 1 1 m �s 1 I D ' I I I I I 1 I I I CL WO N W Z Z ' I I I I I I I I I I I I I I I ; — I = � I I i ---------- - — — — — W I I I � I I � I I I I I I � I I I I I I I I I I I I I UBP•LXDIDODIDOSVL££OLfS \PAD \4L££OL \3oris \S \ld \ :d 3113 H3S Wd SZ41;Z OLOZ /8/4 ------- II ___ ____ +________ _____ I__________________ +_ S I I I I I 1 El1 1 1 1 I 1 CL WO N W Z Z ' I I I I I I I I I I I I I I I ; — I = � I I i ---------- - — — — — W I I I � I I � I I I I I I � I I I I I I I I I I I I I UBP•LXDIDODIDOSVL££OLfS \PAD \4L££OL \3oris \S \ld \ :d 3113 H3S Wd SZ41;Z OLOZ /8/4 LU z .9 0 az 0. z w 0 > — 0 Z- WD >. 1H JK 00 0 tA z.4 0:z Oui - - - - - - - - --- - - - - - - - - - - - - - - - - 0 0 - - - - - - - - - - - - - - - - - - - - z LLI 1� _u 0 C14 w C-4 m w Z M'� In 3D -ja .4, E --3 r- w b90 0 co 0 w U-1 V) O o o o Mg �w (4r 8 - — C. N CI C. IV C. C. UO ui - LL CC -3 ol� ------ ----------- ------- - - -- LU --7= ------ -- ---------------------------- ----------- ---- -- - ________- ____1- _- ______ ----- 0 0 ---------------- ------- - - - LU > LU Obi Q I I I 0 OZ -------------- LU -- -- ------ - ---------- - ------ ----- ----------- ------------------ - -.4 -------------------------------------- --- --------------------- -------------- CO) vg 0 0 cc ca ----------------- - --- -- --- -- ----- -- ------------ - ------ - -------- - ------ - - -- --- - -------------- --------- ---------- \< IF -------- -- ---------- ------ ------------------------ - ---------- 31 J'- Y, V, 3 LUJ� -,c ------ -------------------- ---------- ----- - ---------- ------------- ---------- I ----- � Y"�' - - - - I r—r ------------------- I ----------------- ---- ------ ------------------ ----- -------- -tF- -- -------------- ------------------- I L ------- ---------- I L---- CL L 0 C/) CIO F-1 U 1 0 LU ------------------ ----------------- ------------------ --- ------------- T ------------------ -------------- - - — -------------- ------------------------------------- 4 ------------------ --------------------------- - - -T ------------------ --------- -- ------------ ------------------ T ---- ----------- - ---------------- -------------- ------------- ----------------- --------------- --- - ------ ---------------- T --------- r--------- ;- - - - - -- i ----- - - ---I ------ LLA -------------------- ------ -- ------- -- -- -- ------------ ----- --- ------------ ----- I ----- ------------ -------------------------- T -------------- U6p•ZX81000IDQSJ,LS:£OL[S\PDD\i,ii:i:OL\30r1S\S\.Ld\:d 3113 H3S Nd LS:ZL:Z OLOZ/IR/i,