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  • Category:Division 6
    Division 6 [[Category:Division 6]]
    3 members (1 subcategory, 0 files) - 10:41, 13 September 2023
  • Holiday Traffic Safety Provisions
    6:00 am, Tuesday, 05/26/20</center> 6:00 am, Monday, 07/06/20</center>
    5 KB (579 words) - 12:33, 14 March 2022
  • 801 - Concrete Driveways
    ...nforced or nonreinforced concrete. [[601 - PCC Pavement Mixtures|Division 6]] of this manual should be referenced for concrete construction. Thickness <center>6 inches (150 mm)</center>
    5 KB (706 words) - 11:49, 19 January 2022
  • 806 - Bicycle Paths
    ...HMA Mixtures|Division 5, HMA]] and [[601 - PCC Pavement Mixtures|Division 6, Concrete]] for general materials requirements. Review the plans and [http ...foot (3 m) straightedge. Variation of more than 1/4 inch in 10 feet (6 mm in 3 m) must be remedied.
    4 KB (545 words) - 12:41, 19 January 2022
  • 305 - HMA Base Crushing and Shaping
    ...6 inches (150 mm) should be done in stages. The initial stage is crushing 6 inches (150 mm) of HMA pavement. Subsequent stages include windrowing the [[Category:Division 3]]
    4 KB (552 words) - 16:44, 12 January 2022
  • MediaWiki:Sidebar
    * Division 1 ** Table of Contents Division 1|Division 1 Table of Contents
    7 KB (920 words) - 07:15, 2 April 2024
  • Hot Mix Asphalt Production Manual
    The Construction Field Services (CFS) Division has revised the Hot Mix Asphalt (HMA) Production Manual. A brief descripti ...7000g of mixture at optimum”; plus some rearranging of information. (Page 6)
    4 KB (560 words) - 15:14, 19 June 2017
  • 202 - Removing Trees, Stumps, and Corduroy
    Removal of trees and stumps less than 6 inches (200 mm) in diameter, although not pay items, should still be measur [[Category:Division 2]]
    2 KB (326 words) - 10:07, 13 September 2023
  • 206 - Excavation and Backfill for Structures
    ...the bottom of slope paving subbase will be placed in layers not more than 6 inches (150 mm) in depth, and compacted to not less than 95 percent of the Backfill for miscellaneous structures (sound earth) will be placed in 6 inch (150 mm) layers and compacted to not less than 95 percent of the maxim
    7 KB (1,044 words) - 10:08, 13 September 2023
  • Help:Contents
    The bulk of the information will typically be under the construction sub-division for each section. ...registered) can make a suggestion to the Content Manager for a particular division:
    10 KB (1,538 words) - 12:26, 22 August 2022
  • 813 - Slope Protection
    ...is finished with a wood float and all edges are finished with a 1/4 inch (6 mm) radius. Curing compound is applied at a rate of 1 gallon per 25 square ...crete - least dimension must be 8 inches (1200 mm). Plain precast must be 6 inches (150 mm) thick and 15 square feet (1.5&nbsp;m2) surface area.
    4 KB (644 words) - 17:17, 19 September 2023
  • 814 - Paved Ditches
    <center>6</center> [[Category: Division 8]]
    3 KB (428 words) - 12:44, 19 January 2022
  • Construction Value Engineering Change Proposal (VECP)
    ...gh the Construction Operations Engineer in the Construction Field Services Division. The VEDT membership will consist of the following individuals (or their de ::e. Administrator of the Development Services Division (if a local agency project)
    9 KB (1,297 words) - 14:57, 11 October 2022
  • 302 - Aggregate Base Courses
    * Depth - Taken after final trimming to the nearest 1/4 inch (6 mm), at a minimum of 400 linear feet (120 m) of traffic lane width or two l ...the scale weight of the aggregate unless the moisture content is more than 6 percent. Moisture tests will be made at the start of weighing operations a
    6 KB (873 words) - 14:24, 16 February 2022
  • 304 - Rubbilizing Existing PCC Pavement
    ...rubblizing making sure there is not excessive oversize material [less than 6 inches (150 mm) is the greatest dimension]. The oversize material will hav [[Category:Division 3]]
    4 KB (536 words) - 14:18, 16 February 2022
  • 403 - Drainage Structures
    ...Precast concrete footings must be supported by placing them on a compacted 6 inch (150 mm) subbase of Granular Material Class II. ...r Case 2)''' applies when the elevation of the cover is changed up or down 6 inches (150 mm) or less. The cover should be adjusted to the required elev
    7 KB (999 words) - 17:47, 12 January 2022
  • 108.10 Liquidated Damages
    ...allotted contract time. The Contractor claims that part of this is due to 6 days of bad weather that the Engineer has documented. The other 24 days ar :::(6.0 - 4.5) X 2.0 = 3.0 days
    9 KB (1,338 words) - 10:01, 27 July 2022
  • Main Page
    <center><span STYLE="font: 15pt arial;">''Construction Field Services Division''</span></center> !Updated!! Division !! Section !! Summary !! What Changed
    67 KB (8,623 words) - 17:18, 11 April 2024
  • Section 701 - Portland Cement Concrete for Structures
    0 – 6 6.5
    12 KB (1,593 words) - 13:11, 26 July 2022
  • Dev Page
    <center><span STYLE="font: 15pt arial;">'''Construction Field Services Division '''</span></center> !Updated!! Division !! Section !! Summary !! What Changed
    28 KB (3,726 words) - 16:02, 8 March 2023

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