Asphalt patch reviews

    • [DOCX File]400-401 Asphalt Concrete Pavements – General

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      400-401 Asphalt Concrete Pavements – General. General. Requirements for Mix Design, Materials, Rap, Mixing Plants (401.02 through 401.05) Weather Limitations (401.06) Notification (401.07) Hauling (401.11) Spreading Equipment (401.12) Rollers (401.13) Conditioning Existing Surface (401.14) Spreading, Finishing, and Night Work (401.15) Compaction (401.16) Joints (401.17) Spreading and Surface ...

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    • [DOC File]Road Management Plan – July 2015 to the present

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      Status of Road Opening: Temporary asphalt patch in footpath. Defect Type Intervention Standard Level discontinuity at edge of excavation or at pit cover where edge is steeper than 1:1 Over 10 mm Patch surface not even – low points Level difference exceeds 20 mm at any point when measured under a straightedge bridging patch. Patch is mounded ...

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    • [DOCX File]Asphalt, Site Concrete, and Pervious Concrete Maintenance

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      Full Depth Asphalt Patch (Section 32 0118)6. Asphalt Overlays6. Bonded Overlay with Fabric: Marshall (Section 32 0113.04)6. Bonded Overlay with Fabric: Superpave (Section 32 0113.05)6 . Surface Seals6. Penetrating Seals6. Asphalt Based Penetrating Seals (Section 32 0113.01)6. Coal Tar Based Penetrating Seals6. Emulsion Seals7. General7. Asphalt Based Emulsion Seals (Section 32 0113.02)7 ...

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    • [DOC File]13 34 24 (13121) - Pre-Engineered Sand Storage Structure

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      .4 Asphalt shingles may be used where roof slopes are greater than 2:12..5 Provide natural roof ventilation using salt corrosion resistant premanufactured units, symmetrically spaced and located near top of roof. Free ventilation area shall be minimum 1.3 m2. .6 Where metal roofing and cladding are used, install on wood spacers applied to wood sheathing designed to act as a barrier to the ...

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    • [DOC File]13121 - Pre-Engineered Sand Storage Structure

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      .4 Asphalt shingles may be used where roof slopes are greater than 2:12..5 Provide natural roof ventilation using salt corrosion resistant premanufactured units, symmetrically spaced and located near top of roof. Free ventilation area shall be minimum 1.3 m2. .6 Where metal roofing and cladding are used, install on wood spacers applied to wood sheathing designed to act as a barrier to the ...

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    • [DOCX File]4 .wi.us

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      Deteriorated asphalt patch in PDR, USH 63, 2012.11. Figure 9. Cracked PDR, USH 63, 2012.11. Figure 10. Spalling at edges of full depth repairs; (a) 2009, and (b) 2012.12. Figure 11. Relative cost comparison for rehabilitation methods.13 . Figure 12. Good PDR joint (USH 8, 2003 construction)14. Figure 13. Spalled PDR patch material (USH 8, 2003 construction)14. Figure 14. Broken PDR patch ...

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    • [DOC File]TRB Superpave Abstracts 2003 - Purdue University

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      Previous evaluations of QC/QA by individual SHAs have resulted in positive reviews. Back to Table of Contents Do Asphalt Mixtures Correlate Better with Mastics or Binders in Evaluating Permanent Deformation? Aroon Shenoy . Senior Research Rheologist. Turner-Fairbank Highway Research Center. 6300 Georgetown Pike, McLean, VA 22101. Tel: 202-493-3105; Fax: 202-493-3161; e-mail: …

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    • [DOCX File]GAFS Final TOR of 20ESMF[1].doc H

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      Activities may include spot and pothole repairs, crack sealing, patch works, asphalt resurfacing, road safety improvement works and intersection rehabilitation. This subcomponent will contribute to increasing mobility and access, including supporting regeneration of economic activity, and improving road safety. The choice of activities is based on the priority needs identified by UNOPS and RMF ...

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    • [DOC File]WPS Amendment Process Form - Ohio

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      Apply a layer of rubberized asphalt membrane to the perimeter of the patch with approximately 2” overlapping onto the old roof surface. (Ensure that the rubberized asphalt membrane adheres to a clean, dry surface.) 702-3.5a.iv 6th bullet) For metal roofing, apply a copolymer adhesive to the perimeter of the hole. Attach the vent with sheet ...

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    • [DOC File]Edition 2009 - State

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      The N. J. Department of Transportation will determine the weight of asphalt binder for price adjustment by multiplying the percentage of new asphalt binder in the approved job mix formula by the weight of the item containing asphalt binder. If a Hot Mix Asphalt item has a payment unit other than ton, the Department will apply an appropriate conversion factor to determine the number of tons used.

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