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12.25 x 55.18 = 675.955 Sft 12.12 x 44.30 = 536.916 Sft

...orking days and liquidated damages be assessed following the expiration of X working days. This assessment is subject to revision, however, if subseque '''(Note: X = Original contract time in working days + any previously authorized extens

[[Category: Division x]]

...ted, #10 x 18 inches long. Lane tie bars will be straight #5 deformed bars x 18 inches long. [[Category:Division 6]]

<center>'''S = Square Root {[Σ(x-ẋ)2] / (n-1)}'''</center> '''x''' = Individual test result (average strength of a test cylinder

** 50 ft x 12 ft = 600 sft [[Category:Division 2]]

:*6 inch x 12 inch Aluminum Plates (6 inch x 16 inch Aluminum Plates for 12 inch Lines) :*6 inch x 12 inch Aluminum Plates (6 inch x 16 inch Aluminum Plates for 12 inch Lines)

...d X need to be substituted for North and East (Y is always North/South and X is always East/West). ...taining the actual beam elevations. (See [[701 - Portland Cement Concrete|Division 7]] of this manual for more on structure elevations.)

<center>X</center> Unless otherwise specified, Grade X concrete contains at least 282 lb/cyd (3.0 sacks/cyd) of cement. If substit

...y is simply the mass of ram X the height of stroke. Example 4,000 Lbs. ram X 10 Ft stroke = 40,000 ft·Lbs. The cushion and other factors such as weight [[Category: Division 7]]

* Modifying the application rate for a second coat of red paint (units x rate difference) = +$300 In accordance with 23 CFR 635.102 and 23 CFR 635.120, FHWA’s Michigan Division has further clarified the definition of major changes as noted below:

0.005 x 50’ = 0.25 rise to the point where the gas main crosses. ...ate.mi.us/construction/index.php?title=Division_4_Supplemental_Information Division 4 Supplemental Information of the Construction Manual] for more information

0.005 x 50’ = 0.25 rise to the point where the gas main crosses. ...ndrel testing must be performed on a sample of all plastic pipes. Refer to Division 4 Supplemental Information of the Construction Manual for more information

::'''L = (2000 x 9)/(W x A)''' '''Load ticket =''' 46.96 tons x 2000 pounds per ton= 93920 pounds

* Riprap comes in 2 sizes: Standard (8 x 16 inches) or heavy (>16 inches). Refer to [https://mdotwiki.state.mi.us/im ...as detailed in the boilerplate preconstruction meeting minutes located in Division 1, Supplemental Information, of this manual. If the project contains the Sp

...of the Engineer’s Estimate unit price for the concrete paving item times (x) the plan quantity for the project. All quality initiative price adjustme [[Category:Division 6]]