602 - Concrete Pavement Construction - Revision history

Clarkj25: /* Slipform Paving */

2026-04-28T19:07:39Z

Slipform Paving

Clarkj25: /* PAVEMENT CORING */

2025-08-19T16:56:05Z

PAVEMENT CORING

Clarkj25: /* PAVEMENT CORING */

2025-08-19T16:53:57Z

PAVEMENT CORING

Clarkj25: /* Delivery Tickets */

2024-10-23T16:14:22Z

Delivery Tickets

Clarkj25: /* Street Inspectors Report */

2024-10-23T16:14:08Z

Street Inspectors Report

Clarkj25 at 19:30, 8 May 2024

2024-05-08T19:30:57Z

Clarkj25 at 19:30, 8 May 2024

2024-05-08T19:30:10Z

Clarkj25: /* Delivery Tickets */

2024-05-08T19:07:45Z

Delivery Tickets

Clarkj25 at 19:07, 8 May 2024

2024-05-08T19:07:10Z

Show changes

Clarkj25: /* INSPECTION & TESTING */

2024-05-08T19:02:10Z

INSPECTION & TESTING

@@ Line 821: / Line 821: @@
 *Pavement is to be edged to remove any overhanging projections of concrete. Edging should be delayed as necessary to minimize edge slumping.
 *Pavement surfaces to be dragged longitudinally with burlap and textured according to 602.03.K.
-*The sand patch test (ASTM E965) is used to check the check the apparent size, mean texture depth, for the texture as installed.  Use Form 0564 to record measurements.
+*The sand patch test (ASTM E965) is used to check the check the apparent size, mean texture depth, for the texture as installed.  Use [https://mdotjboss.state.mi.us/webforms/GetDocument.htm?fileName=0564.pdf Form 0564] to record measurements.
 *Verify the Contractor is stenciling the station numbers in the correct location and direction.
 *White pigmented compound is required for curing concrete pavement, curb and gutter, and sidewalk. Transparent or clear compound can be used for curing concrete base course.

@@ Line 649: / Line 649: @@
 ===[[#PAVEMENT CORING|PAVEMENT CORING]]===
-MDOT will take cores, before final acceptance, from pavement, shoulder, and base course to determine the thickness of the pavement according to [https://docslib.org/doc/13584605/manual-for-the-michigan-test-methods-mtm MTM 201]. Refer to [https://mdotwiki.state.mi.us/images_construction/9/95/2020-Standard-Specifications-Construction.pdf#page=342 subsection 602.04].
+MDOT will take cores, before final acceptance, from pavement, shoulder, and base course to determine the thickness of the pavement according to [https://www.michigan.gov/mdot/-/media/Project/Websites/MDOT/Business/Construction/Standard-Specifications-Construction/CFS-Manuals/Manual-Michigan-Test-Methods.pdf?rev=59c75d8a7e8f4bfe9b639b15e81b38f4&hash=8DCB77E6C76A89DDBE538CA024DEF9EC#:~:text=This%20manual%20has%20been%20prepared%20by%20the%20Michigan,by%20national%20organizations%2C%20such%20as%20AASHTO%20or%20ASTM MTM 201]. Refer to [https://mdotwiki.state.mi.us/images_construction/9/95/2020-Standard-Specifications-Construction.pdf#page=342 subsection 602.04].
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@@ Line 649: / Line 649: @@
 ===[[#PAVEMENT CORING|PAVEMENT CORING]]===
-MDOT will take cores, before final acceptance, from pavement, shoulder, and base course to determine the thickness of the pavement according to [http://www.michigan.gov/documents/mdot_MTM_CombinedManual_83501_7.pdf MTM 201]. Refer to [https://mdotwiki.state.mi.us/images_construction/9/95/2020-Standard-Specifications-Construction.pdf#page=342 subsection 602.04].
+MDOT will take cores, before final acceptance, from pavement, shoulder, and base course to determine the thickness of the pavement according to [https://docslib.org/doc/13584605/manual-for-the-michigan-test-methods-mtm MTM 201]. Refer to [https://mdotwiki.state.mi.us/images_construction/9/95/2020-Standard-Specifications-Construction.pdf#page=342 subsection 602.04].
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 ==[[#INSPECTION & TESTING|INSPECTION & TESTING]]==

@@ Line 901: / Line 901: @@
 ===[[Delivery Tickets|Delivery Tickets]]===
-All delivery tickets must be signed by the Inspector and attached to the IDR for each day of concrete placement. Each concrete delivery ticket must contain the following information (see subsection 1001.03.A.3):
+All delivery tickets must be signed by the Inspector and attached to the Daily Work Report (DWR) for each day of concrete placement. Each concrete delivery ticket must contain the following information (see subsection 1001.03.A.3):
 :a.	Name of concrete producer;

@@ Line 887: / Line 887: @@
 Reports and documentation requirements should be reviewed with the Engineer before paving starts.  Inspector’s Report of Concrete Placed, Form 1174R, is the primary report required of the paving Inspector. It should be prepared for each day that pavement is cast. In addition to the original copy to the Engineer and a copy to the Construction Field Services, the Inspector should retain a copy.
-Any unusual happenings should be noted in the remarks section of the report. Often this is most important when a problem develops and the circumstances surrounding the problem are being investigated later. Also noted in the remarks section should be the method of placement, equipment used for consolidation, equipment used for striking and finishing surface of concrete and type of surface texture. It is recommended to note names of QA & QC personnel and any material accepted on the basis of visual inspection. The back of the form should be used for sketches, when necessary, to describe any irregular areas. It is suggested, but not required, to fill QA test results in on Form 1174. It is necessary to fill as many Form 1174 fields in as possible. The concrete used and noted on Form 1174 should be the same as noted in material on the IDR.  The Inspector must also complete an Inspector’s Daily Report, Form 1122B documenting traffic control, equipment used, or other work activities in progress.
+Any unusual happenings should be noted in the remarks section of the report. Often this is most important when a problem develops and the circumstances surrounding the problem are being investigated later. Also noted in the remarks section should be the method of placement, equipment used for consolidation, equipment used for striking and finishing surface of concrete and type of surface texture. It is recommended to note names of QA & QC personnel and any material accepted on the basis of visual inspection. The back of the form should be used for sketches, when necessary, to describe any irregular areas. It is suggested, but not required, to fill QA test results in on Form 1174. It is necessary to fill as many Form 1174 fields in as possible. The concrete used and noted on Form 1174 should be the same as noted in material on the Daily Work Report (DWR).  The Inspector must also complete an Inspector’s Daily Report, Form 1122B documenting traffic control, equipment used, or other work activities in progress.
 Keep in mind that some quantities must be documented at the time of placement while others can be checked later. An example of the former is areas where high-strength concrete is used and is to be paid for.

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 [[Category:Division 6]]
 [[Category:Section 602]]
-[[New CM Format]]
+[[Category:New CM Format]]

← Older revision		Revision as of 19:30, 8 May 2024
Line 928:		Line 928:
	[[Category:Division 6]]		[[Category:Division 6]]
	[[Category:Section 602]]		[[Category:Section 602]]
		+	[[New CM Format]]

@@ Line 904: / Line 904: @@
 :a.	Name of concrete producer;
-b.	Plant designation where batched;
+:b.	Plant designation where batched;
-c.	Ticket serial number;
+:c.	Ticket serial number;
-d.	Truck number or designation;
+:d.	Truck number or designation;
-e.	Name of Contractor;
+:e.	Name of Contractor;
-f.	MDOT job number;
+:f.	MDOT job number;
-g.	MDOT grade of concrete;
+:g.	MDOT grade of concrete;
-h.	Cubic yards of concrete;
+:h.	Cubic yards of concrete;
-i.	Delivery date;
+:i.	Delivery date;
-j.	Batch loading time;
+:j.	Batch loading time;
-k.	Maximum allowable on site addition of water;
+:k.	Maximum allowable on site addition of water;
-l.	Extra water added onsite; and
+:l.	Extra water added onsite; and
-m.	Contractor’s signature or initials.
+:m.	Contractor’s signature or initials.
-n.	An automated printout of actual batch weights must accompany each delivery ticket
+:n.	An automated printout of actual batch weights must accompany each delivery ticket
 If producing concrete for more than one contract, the concrete producer must include a signed certification statement on each delivery ticket stating that all concrete materials are tested and approved, or certified as meeting Department specifications.

@@ Line 761: / Line 761: @@
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-===[[#Job Site Quality Assurance|Job Site Quality Assurance]]===
+====[[#Job Site Quality Assurance|Job Site Quality Assurance]]====
 *All concrete testing equipment must be on the job before start of concrete operations including air meters, slump cone and related tools and concrete thermometer.
 *Perform tests according to Section 1003 of the Standard Specifications for Construction.
@@ Line 768: / Line 768: @@
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-===[[#Aggregate Base|Aggregate Base]]===
+====[[#Aggregate Base|Aggregate Base]]====
 *Behind the grading operation, the aggregate base should be checked for thickness, elevation and proper cross section.
 *Thickness is checked by digging through the aggregate and recording the depth of the hole.
@@ Line 779: / Line 779: @@
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-===[[#Load Transfer Assemblies|Load Transfer Assemblies]]===
+====[[#Load Transfer Assemblies|Load Transfer Assemblies]]====
 *After the Contractor completes staking the assembly in place, the Inspector should check vertical alignment with a special basket level tool to verify that dowels are parallel with the pavement surface (Figure 602-6).
 *The bars should be visually checked for horizontal alignment by sighting over the tops of the bars to the previously set assemblies to see if the bars are parallel to the string line.
@@ Line 795: / Line 795: @@
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-===[[#Slipform Paving|Slipform Paving]]===
+====[[#Slipform Paving|Slipform Paving]]====
 *Grade, including track line, will be trimmed and booked.  Issue a permit to place concrete indicating to the Contractor that it is acceptable to start paving.
@@ Line 831: / Line 831: @@
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-===[[#Form Paving|Form Paving]]===
+====[[#Form Paving|Form Paving]]====
 Review the items for slipform paving. In addition, the following should be checked:
@@ Line 854: / Line 854: @@
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-===[[#Sawing and Sealing Joints/Longitudinal Joints|Sawing and Sealing Joints/Longitudinal Joints]]===
+====[[#Sawing and Sealing Joints/Longitudinal Joints|Sawing and Sealing Joints/Longitudinal Joints]]====
 *The longitudinal joint shall be sawed initially within 24 hours.
@@ Line 864: / Line 864: @@
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-===[[#Transverse Joints|Transverse Joints]]===
+====[[#Transverse Joints|Transverse Joints]]====
 *A standby concrete saw is required for relief cuts.
@@ Line 874: / Line 874: @@
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-===[[#Concrete Testing Procedures|Concrete Testing Procedures]]===
+====[[#Concrete Testing Procedures|Concrete Testing Procedures]]====
 Quality Control and Quality Assurance testing for concrete will be in accordance with Section 1002 and 1003.