205 - Roadway Earthwork - Revision history

Jhudson-fishbeck at 17:18, 15 October 2025

2025-10-15T17:18:53Z

Jhudson-fishbeck: /* Double Coordinate Method */

2025-10-14T15:13:36Z

Double Coordinate Method

Clarkj25: /* RAIL PROJECTS */

2025-08-25T15:38:45Z

RAIL PROJECTS

Clarkj25 at 21:27, 20 August 2025

2025-08-20T21:27:37Z

Jhudson-fishbeck: /* Pictures of Equipment */

2025-08-14T15:38:19Z

Pictures of Equipment

Jhudson-fishbeck: /* Double Coordinate Method */

2025-08-14T15:14:00Z

Double Coordinate Method

Jhudson-fishbeck: /* Testing */

2025-08-14T15:11:01Z

Testing

Jhudson-fishbeck: /* Testing */

2025-08-14T15:08:42Z

Testing

Jhudson-fishbeck: /* Testing */

2025-08-14T15:08:07Z

Testing

Jhudson-fishbeck: /* Testing */

2025-08-14T14:58:26Z

Testing

@@ Line 53: / Line 53: @@
 |+
 |-
-| [[File:Woven_Geotextile_Fabric_Close-Up.jpg|200px|thumb|center|Woven Geotextile Fabric Close-Up]] || [[File:Woven_Geotextile_Fabric_Roll.jpg|200px|thumb|center|Woven Geotextile Fabric Roll]]
+| [[File:Woven_Geotextile_Fabric_Close-Up.jpg|200px|thumb|center|'''Woven Geotextile Fabric Close-Up''']] || [[File:Woven_Geotextile_Fabric_Roll.jpg|200px|thumb|center|'''Woven Geotextile Fabric Roll''']]
 |}
@@ Line 62: / Line 62: @@
 |+
 |-
-| [[File:Non-Woven_Geotextile_Fabric_Close-Up.jpg|200px|thumb|center|Non-Woven Geotextile Fabric Close-Up]] || [[File:Non-Woven Geotextile Fabric Roll.jpg|200px|thumb|center|Non-Woven Geotextile Fabric Roll]]
+| [[File:Non-Woven_Geotextile_Fabric_Close-Up.jpg|200px|thumb|center|'''Non-Woven Geotextile Fabric Close-Up''']] || [[File:Non-Woven Geotextile Fabric Roll.jpg|200px|thumb|center|'''Non-Woven Geotextile Fabric Roll''']]
 |}
@@ Line 74: / Line 74: @@
 |+
 |-
-| [[File:Biaxial Geogrid Close-Up.jpg|200px|thumb|center|Biaxial Geogrid Close-Up]] || [[File:Biaxial Geogrid Rolls.jpg|200px|thumb|center|Biaxial Geogrid Rolls]]
+| [[File:Biaxial Geogrid Close-Up.jpg|200px|thumb|center|'''Biaxial Geogrid Close-Up''']] || [[File:Biaxial Geogrid Rolls.jpg|200px|thumb|center|'''Biaxial Geogrid Rolls''']]
 |}
@@ Line 102: / Line 102: @@
 |+
 |-
-| [[File:Sound-earth-3.jpg|200px|thumb|center|Sound Earth]] || [[file:Class_II_Granular_Material.jpg|200px|thumb|center|Class II Granular Material.jpg]] || [[file:Class_III_Granular_Material_(Sand).jpg|200px|thumb|center|Class III Granular Material (Sand)]]
+| [[File:Sound-earth-3.jpg|200px|thumb|center|'''Sound Earth''']] || [[file:Class_II_Granular_Material.jpg|200px|thumb|center|'''Class II Granular Material''']] || [[file:Class_III_Granular_Material_(Sand).jpg|200px|thumb|center|'''Class III Granular Material (Sand)''']]
 |}
 {{top}}
@@ Line 130: / Line 130: @@
 |+
 |-
-| [[File:Excavator-3.jpg|200px|thumb|center|Excavator]] || [[File:Sheep’s Foot Roller.jpg|200px|thumb|center|Sheep's Foot Roller]] || [[File:Smooth_drum_roller.jpg|200px|thumb|center|Smooth Drum Roller]]
+| [[File:Excavator-3.jpg|200px|thumb|center|'''Excavator''']] || [[File:Sheep’s Foot Roller.jpg|200px|thumb|center|'''Sheep's Foot Roller''']] || [[File:Smooth_drum_roller.jpg|200px|thumb|center|'''Smooth Drum Roller''']]
 |-
-| [[File:Bulldozer.jpg|200px|thumb|center|Bulldozer]] || [[File:Grader.jpg|200px|thumb|center|Grader]] || [[File:Backhoe.jpg|200px|thumb|center|Backhoe]]
+| [[File:Bulldozer.jpg|200px|thumb|center|'''Bulldozer''']] || [[File:Grader.jpg|200px|thumb|center|'''Grader''']] || [[File:Backhoe.jpg|200px|thumb|center|'''Backhoe''']]
 |}
@@ Line 459: / Line 459: @@
 |+
 |-
-| [[File:Density-check.jpg|200px|thumb|left|Density Testing on Compacted Sand Backfill]]
+| [[File:Density-check.jpg|200px|thumb|left|'''Density Testing on Compacted Sand Backfill''']]
 |}
 Geosynthetic materials must be tested according to the [https://www.michigan.gov/mdot/-/media/Project/Websites/MDOT/Business/Construction/Materials-Quality-Assurance-Procedures/2023-MQAP-Final-Links.pdf?rev=67f395ebd7dd49eeaf8061226ef47efd&hash=A1CA9FFDE08C78A232A52DACA633D1BE Materials Quality Assurance Procedures (MQAP) Manual] prior to installation on the project. The Inspector should work with the testing agency to obtain a sample prior to installation of the material.
@@ Line 582: / Line 582: @@
 |+
 |-
-| [[File:Double Coordinate Method of Computing Areas.png|200px|thumb|center|Double Coordinate Method of Computing Areas]]
+| [[File:Double Coordinate Method of Computing Areas.png|200px|thumb|center|'''Double Coordinate Method of Computing Areas''']]
 |}

@@ Line 579: / Line 579: @@
 For volume computations of earth excavation, embankment and swamp excavation, proceed in the same manner as used in the planimeter method/digitizer.
+{|
-[[File:Double Coordinate Method of Computing Areas.png]]
+|+
 === Documentation ===

@@ Line 613: / Line 613: @@
 [[Category:Construction Manual]]
-[[Category:Divison 2]]
+[[Category:Division 2]]
 [[Category: Section 205]]
 [[Category:New CM Format]]

@@ Line 4: / Line 4: @@
 <center><span STYLE="font: 40pt arial;">'''Roadway Earthwork'''</span></center>
-<center>[http://mdotcf.state.mi.us/public/specbook/files/2012/205%20Roadway%20Earthwork.pdf 2012 STANDARD SPECIFICATIONS FOR CONSTRUCTION - SECTION 205]</center>
@@ Line 615: / Line 615: @@
 [[Category:Divison 2]]
 [[Category: Section 205]]

@@ Line 128: / Line 128: @@
 {|
-|+ Caption text
+|+
 |-
 | [[File:Excavator-3.jpg|200px|thumb|center|Excavator]] || [[File:Sheep’s Foot Roller.jpg|200px|thumb|center|Sheep's Foot Roller]] || [[File:Smooth_drum_roller.jpg|200px|thumb|center|Smooth Drum Roller]]

← Older revision		Revision as of 15:14, 14 August 2025
Line 579:		Line 579:

	For volume computations of earth excavation, embankment and swamp excavation, proceed in the same manner as used in the planimeter method/digitizer.		For volume computations of earth excavation, embankment and swamp excavation, proceed in the same manner as used in the planimeter method/digitizer.
		+
		+	[[File:Double Coordinate Method of Computing Areas.png]]

	=== Documentation ===		=== Documentation ===

@@ Line 443: / Line 443: @@
 #* Coordinate with contractors, subcontractors, and stakeholders to address issues and ensure timely resolution.
 #* Maintain thorough records of inspections, testing results, and approvals to ensure quality assurance and project documentation.
 === Testing ===
@@ Line 455: / Line 456: @@
 * '''Non-Load Bearing Backfill:''' The maximum lift thickness varies per density method used. Density needs to achieve a minimum of 95% compaction.
+{|
 Geosynthetic materials must be tested according to the [https://www.michigan.gov/mdot/-/media/Project/Websites/MDOT/Business/Construction/Materials-Quality-Assurance-Procedures/2023-MQAP-Final-Links.pdf?rev=67f395ebd7dd49eeaf8061226ef47efd&hash=A1CA9FFDE08C78A232A52DACA633D1BE Materials Quality Assurance Procedures (MQAP) Manual] prior to installation on the project. The Inspector should work with the testing agency to obtain a sample prior to installation of the material.

← Older revision		Revision as of 15:08, 14 August 2025
Line 455:		Line 455:
	* '''Non-Load Bearing Backfill:''' The maximum lift thickness varies per density method used. Density needs to achieve a minimum of 95% compaction.		* '''Non-Load Bearing Backfill:''' The maximum lift thickness varies per density method used. Density needs to achieve a minimum of 95% compaction.

−	~~[[File:Density-check.jpg\|200px\|thumb\|left\|Density Testing on Compacted Sand Backfill]]~~

	Geosynthetic materials must be tested according to the [https://www.michigan.gov/mdot/-/media/Project/Websites/MDOT/Business/Construction/Materials-Quality-Assurance-Procedures/2023-MQAP-Final-Links.pdf?rev=67f395ebd7dd49eeaf8061226ef47efd&hash=A1CA9FFDE08C78A232A52DACA633D1BE Materials Quality Assurance Procedures (MQAP) Manual] prior to installation on the project. The Inspector should work with the testing agency to obtain a sample prior to installation of the material.		Geosynthetic materials must be tested according to the [https://www.michigan.gov/mdot/-/media/Project/Websites/MDOT/Business/Construction/Materials-Quality-Assurance-Procedures/2023-MQAP-Final-Links.pdf?rev=67f395ebd7dd49eeaf8061226ef47efd&hash=A1CA9FFDE08C78A232A52DACA633D1BE Materials Quality Assurance Procedures (MQAP) Manual] prior to installation on the project. The Inspector should work with the testing agency to obtain a sample prior to installation of the material.

@@ Line 454: / Line 454: @@
 * '''Load Bearing Backfill:''' The maximum lift thickness permitted is 6 inches after compaction. Density needs to achieve a minimum of 100% compaction.
 * '''Non-Load Bearing Backfill:''' The maximum lift thickness varies per density method used. Density needs to achieve a minimum of 95% compaction.
 [[File:Density-check.jpg|Density Testing on Compacted Sand Backfill]]
 Geosynthetic materials must be tested according to the [https://www.michigan.gov/mdot/-/media/Project/Websites/MDOT/Business/Construction/Materials-Quality-Assurance-Procedures/2023-MQAP-Final-Links.pdf?rev=67f395ebd7dd49eeaf8061226ef47efd&hash=A1CA9FFDE08C78A232A52DACA633D1BE Materials Quality Assurance Procedures (MQAP) Manual] prior to installation on the project. The Inspector should work with the testing agency to obtain a sample prior to installation of the material.