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2011-07-27 Handouts @ Budget Work Session
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2011-07-27 Handouts @ Budget Work Session
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Thin Overlay Cost Assumptions: <br /> The following are the assumptions considered in providing the most cost effective long term life <br /> cycle of asphalt roads in Centerville. The thin overly (1") compacted assumes that the roadway <br /> will be overlayed prior to any major deterioration or cracking of the roadway based upon life <br /> cycles of 15-18 years. The quality of binder and aggregate will be carefully observed. Overlay <br /> mix design will incorporate smaller aggregate creating a more dense asphalt pavement. The tack <br /> coat used will be heavier and provide 100% coverage to prevent slippage and separation due to <br /> heavy traffic or snowplow operations. <br /> Each street section for overlay will be inspected for wear. The surface prep work of full width <br /> milling or just edge milling will depend on the road surface prior to the overlay. Roadways with <br /> significant wear and deterioration will require full milling of the surface and possibly a thicker <br /> overlay of up to 2". Determination of the extent of work and mix design will utilize expert opinions <br /> from MN DOT staff and local representatives from the Minnesota Asphalt Pavement Association , <br /> along with consulting with the city's consulting engineer and public works director. IYs <br /> recommended the city purchase the designed asphalt mix directly from the plant and will be <br /> responsible for quality control of this product. Outside testing will be used as necessary to ensure , <br /> the product meets the expectations of the city. i <br /> �� <br /> tt is anticipated that all work will be completed in July or August to take best advantage of the <br /> warm weather conditions to maximize the adhesion of the thin overlay to the existing roadway. <br /> Temperature placement of the asphalt is critical and will be continuously observed by qualified <br /> city staff or others as directed. <br /> The city is planning on overlaying all streets per the attached schedule, but the exact year for I <br /> each will be subject to the current condition of the road and budget constraints. <br /> Current cost estimates are as follows: <br /> 6' edge milling $2.00 LF 2.00 LF <br /> Tack $0.12 SY .40 LF <br /> Sweeping $0.30 SY 1.00 LF <br /> Pave 1" compacted $6.65 SY 22.15 LF <br /> Total 25.55 LF <br /> Costs for 1" compacted are anticipated to be $26.00 LF with 20% budgeted annually for minor <br /> repairs / adjustments to curbing and irons-2" cost anticipated to be $40.00 LF. The overall City <br /> budget also incorporates roughly $20,000 for engineering expenses associated with the project. <br /> Direct inspection costs would be absorbed in the public works budget. <br /> Analysis Prepared by: Paul Palzer <br />
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