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- <center><span STYLE="font: 40pt arial;">'''Division 2 Supplemental Information'''</span></center> :Waste Management Division9 KB (1,325 words) - 13:11, 11 July 2019
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- <center><span STYLE="font: 40pt arial;">'''Division 3 Supplemental Information'''</span></center> ...the transition from the single certification to the new Level 1 and Level 2 certifications.2 KB (220 words) - 13:20, 15 February 2017
- Examples 1 and 2 below show a sample of how the form can be completed. ...ample 1.pdf.png|600px|thumbnail|center|File:1165 Health and Safety Example 2]]2 KB (366 words) - 08:31, 31 January 2018
- <b>Chapter 2 (Fabrication Inspection Procedures):</b> Existing fabrication inspection pr ...ns (ITP) supplement the fabrication inspection procedures shown in Chapter 2 by providing more detailed step by step inspection and test requirements, a3 KB (398 words) - 13:08, 4 August 2020
- ===[[#Category 2 Delays – Changed Condition Utility Delay|Category 2 Delays – Changed Condition Utility Delay]]=== ...modification and all supporting documentation to the Development Services Division, Utility Coordination and Permits Section. The supporting documentation mu9 KB (1,278 words) - 14:20, 29 July 2020
- <div id="701.03.A.2"></div> ::'''2.''' Materials handling requirements of subsection [[Section 601 - Portlan12 KB (1,594 words) - 15:56, 26 July 2013
- The selected project for interim review must have a minimum duration of 2 months and must be at least 30 percent complete by the time of the review. [[Category:Division 1]]4 KB (556 words) - 15:47, 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 <center>(2)</center>5 KB (721 words) - 12:40, 24 July 2013
- ...-2020.pdf|300px|thumbnail|center|link=//{{SERVERNAME}}/images_construction/2/2d/CMU_109.08_PPSP_FlowChart_04-15-2020.pdf|Process for Alleged Prompt Paym [[Category:Division 1]]3 KB (367 words) - 11:57, 22 March 2021
- *'''Tier 2''' – Log projects selected by the region, TSC, or requested by a project :2. FHWA area engineer (FHWA oversight project only)7 KB (1,055 words) - 11:29, 14 July 2020
- See [[501 - HMA Mixtures|Division 5, HMA]] and [[601 - PCC Pavement Mixtures|Division 6, Concrete]] for general materials requirements. Review the plans and [ht ...Complete removal of vegetative cover and root mat to a depth of at least 2 inches (50 mm) is necessary to avoid future vegetative growth up through th4 KB (561 words) - 12:51, 24 July 2013
- :2. Contractors on aeronautics projects must submit [https://mdotjboss.state.m ...s/GetDocument.htm?fileName=0178.pdf Form 0178]) to MDOT, Contract Services Division (CSD), for review and approval as part of the award process.7 KB (1,019 words) - 12:47, 18 March 2020
- The Construction Field Services (CFS) Division has revised the Hot Mix Asphalt (HMA) Production Manual. A brief descripti ...: Removed “2-1500 grams samples of mixture (Virgin Mix Design only)” and “2-1900 grams samples of mixture “Reclaimed Asphalt Pavement Mixture only”4 KB (560 words) - 15:14, 19 June 2017
- 2. The construction/project engineer shall evaluate the VECP submittal. The ...gh the Construction Operations Engineer in the Construction Field Services Division. The VEDT membership will consist of the following individuals (or their d10 KB (1,462 words) - 14:45, 19 June 2017
- ...ll overband material must be from the Qualified Products List (Alternative 2). [[Category:Division 5]]3 KB (355 words) - 16:09, 6 May 2021
- 2. Maximum allowable error for Control/Check Point checks: 2. The following are examples of screen shots that must be attached to the In7 KB (1,114 words) - 09:39, 15 March 2021
- <center><span STYLE="font: 15pt arial;">''Construction Field Services Division''</span></center> !Updated!! Division !! Section !! Summary !! What Changed40 KB (5,035 words) - 11:47, 26 August 2025
- ...Safety Topics1.png|150px|left|link=https://www.michigan.gov/documents/mdot/2-High_Visibility_Safety_Apparel_in_Highway_Work_Zones_517655_7.pdf]]!![[File File:Safety Topics1.png|link=https://www.michigan.gov/documents/mdot/2-High_Visibility_Safety_Apparel_in_Highway_Work_Zones_517655_7.pdf28 KB (3,729 words) - 12:17, 23 April 2019
- A low slump concrete 1/8 inch (about 2 mm) will be needed for proper slipforming. Only an occasional slump test w ...for proper form alignment. Acceptable bracing is shown in '''''Figure 802-2'''''. Forms are to be full depth at the back of the curb.12 KB (1,933 words) - 12:44, 24 July 2013
- ...perations Environmental Engineer or the Supervising Engineer of the Design Division’s Utilities Drainage and Roadsides Section. ...sufficient information to submit a damage claim (ref: MCL 691.1419 Sec 19 (2)). MDOT [http://mdotjboss.state.mi.us/webforms/GetDocument.htm?fileName=1920 KB (3,054 words) - 14:47, 19 June 2017
- ...may also include steps identified in [https://ecfr.io/Title-02/sp2.1.180.d 2 CFR 200: Subpart D], including: ...suspension or debarment proceedings [https://ecfr.io/Title-02/cfr180_main 2 CFR Part 180]13 KB (1,789 words) - 15:51, 6 May 2021