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  • <center><span STYLE="font: 40pt arial;">'''Division 3 Supplemental Information'''</span></center>
    2 KB (220 words) - 13:20, 15 February 2017

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  • <center>3:00 pm, Friday, 05/23/14 <center>3:00 pm, Thursday, 07/03/14
    5 KB (632 words) - 15:03, 19 June 2017
  • The Construction Field Services (CFS) Division has revised the Density Testing and Inspection Manual. A brief description *I.A.7 (pg. 3)
    1 KB (180 words) - 09:39, 3 January 2018
  • The Construction Field Services (CFS) Division has revised the Hot Mix Asphalt (HMA) Production Manual. A brief descripti * Aggregate Requirements-Subsection 3: Added new note “AWI will not be assigned to previously approved mix des
    4 KB (560 words) - 15:14, 19 June 2017
  • [[Category:Division 3]]
    803 bytes (91 words) - 16:03, 6 May 2021
  • | colspan="3" | | colspan="3" |
    3 KB (428 words) - 15:32, 9 June 2020
  • [[Category:Division 3]]
    1 KB (173 words) - 16:02, 6 May 2021
  • See [[501 - HMA Mixtures|Division 5, HMA]] and [[601 - PCC Pavement Mixtures|Division 6, Concrete]] for general materials requirements. Review the plans and [ht ...m) straightedge. Variation of more than 1/4 inch in 10 feet (6 mm in 3 m) must be remedied.
    4 KB (565 words) - 17:15, 12 May 2021
  • ...ocument.htm?fileName=1302-FED.pdf Form 1302-Fed], Subcontract, pages 1 and 3 to the TSC construction/project engineer or the respective local agency pro ...ocument.htm?fileName=1302-FED.pdf Form 1302-Fed], Subcontract, pages 1 and 3 to the Office of Aeronautics, Project Management Section.
    7 KB (1,019 words) - 11:18, 16 June 2021
  • [[Category:Division 3]]
    2 KB (241 words) - 16:01, 6 May 2021
  • <center><span STYLE="font: 40pt arial;">'''Division 3 Supplemental Information'''</span></center>
    2 KB (220 words) - 13:20, 15 February 2017
  • <div id="701.03.A.3"></div> ::'''3.''' Concrete mixing requirements of subsection [[Section 601 - Portland C
    12 KB (1,594 words) - 15:56, 26 July 2013
  • ...revison suggestion to the Construction Manual please email the appropriate division Content Manager found at this link to the [[Help:Contents#Content_Suggestio ...ing, equipment, procedural, material and documentation requirements. Type 3 Major Changes are noted in the Major Changes Table on the main page and inc
    4 KB (708 words) - 13:13, 28 April 2021
  • ...orting the string line may have to be placed as close together as 10 foot (3 m) to ensure a smooth curve. The string line should be visually checked to ...of the Standard Specifications for Construction (also see '''''Figure 802-3'''''). When a curb is placed adjacent to a concrete pavement or base cours
    12 KB (1,937 words) - 17:14, 12 May 2021
  • ...or broken concrete - length or width must be 16 inches (400 mm). Ratio of 3 to 1 for maximum to minimum dimension. Heavy precast must be 16 inches (40 Dimensions same as for plain riprap. Spaces filled with Type R-3 mortar.
    4 KB (663 words) - 17:17, 12 May 2021
  • b. Micro-Surfacing Preparation – Industry recommends a delay period of 3 days between overband pretreatment and placement of micro-surfacing. [[Category:Division 5]]
    3 KB (355 words) - 16:09, 6 May 2021
  • ...ed of reinforced or nonreinforced concrete. [[601 - PCC Pavement Mixtures|Division 6]] of this manual should be referenced for concrete construction. Thickne | colspan="3" |
    5 KB (725 words) - 17:13, 12 May 2021
  • <center>3</center> [[Category: Division 8]]
    3 KB (447 words) - 17:17, 12 May 2021
  • ...gh the Construction Operations Engineer in the Construction Field Services Division. The VEDT membership will consist of the following individuals (or their d :e. Administrator of the Development Services Division (if a local agency project)
    10 KB (1,462 words) - 13:53, 10 June 2021
  • [[Category:Division 3]]
    3 KB (488 words) - 16:00, 6 May 2021
  • 3. Satellite availability on site may vary, when using GPS ensure 3D point 3. Export a comma delimited point file (CSV) or XML file of the pay item from
    7 KB (1,114 words) - 09:39, 15 March 2021

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