601 - PCC Pavement Mixtures

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Portland Cement Concrete for Pavements



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All materials used in MDOT’s construction and maintenance projects must be tested and/or approved before incorporation into the project. Materials are approved based upon one of four guidelines:

Basis of Acceptance


The material must be sampled, tested, and approved before incorporation into the work.

Tested Stock

A material stockpile of known quantity is sampled, tested and approved for use before shipment to the project and the supplier/distributor agrees to abide by MDOT’s program. Approved suppliers are found in the Materials Source Guide.


A material with a proven track record of meeting specifications and the supplier agrees to MDOT’s program. Approved suppliers are found in the Materials Source Guide.

Qualified Product

Proprietary materials or products previously evaluated and approved by C&T. Approved materials and products are found on the Qualified Products List in the Materials Source Guide.

Independent Assurance Testing (IAT) is done by Region materials personnel to verify that the proper procedure and equipment used in sampling and testing is within the guidelines.

Material testing for the project begins with the award of the project. At the pre-construction meeting, the Contractor must give MDOT a copy of the Testing Order listing the materials to be used and their sources.

The Materials Source Guide and the Materials Quality Assurance Procedures Manual contain guidelines and sampling procedures.

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Concrete Admixtures

Most MDOT-specified concrete will contain one or more of the following admixtures:

Air Entraining Agents - These agents are used for concrete exposed to freezing and thawing. A calibrated container, interlocked with the batching sequence and in sight of the plant operator, is required when dispensing air entraining agents.

Water Reducers - Water reducers are used in most pavement concrete to reduce the cement content and/or water-cement ratio to achieve the required minimum strength. An interlocking dispenser, similar to that used with air entraining agents, is required.

Water Reducing Retarders - Reducing retarders are seldom used except for bridge deck placement where it may be desirable to place enough concrete to allow the beams to deflect before the concrete has achieved its set. This may help reduce the likelihood of deck cracking or loss of bond between the uncured concrete and the reinforcement and/or shear developers before the concrete has achieved sufficient strength. However, retarders should not be used as a replacement for maintaining the pour sequence specified on the plans.

Non-Chloride Set Accelerators - These are used in full-depth pavement repairs to achieve early opening to traffic in moderate to warm weather. If early opening to traffic is required, every effort should be made to use as little set accelerator as necessary to achieve the required concrete strength. Current MDOT specifications require the Contractor to design the concrete mixture using the least amount of non-chloride set accelerator to achieve the minimum strength at the required opening to traffic time. The Contractor is also required to produce a trial batch and report strength results for each mix design prior to placing concrete. In general, non-chloride set accelerators are not effective toward achieving opening strengths earlier than 12 hours after concrete placement. In addition, if the average air temperature during curing is below 60 degrees, the opening to traffic strength may be further delayed. Batching and dispensing equipment at the plant, similar to that used for air entraining agents, is required.

Only MDOT approved air entraining, water reducing and water reducing retarding, non-chloride accelerating agents are permitted. The Materials Source Guide, issued by C&T, should be consulted for a list of currently approved materials and dosage rates.

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Instructions to Concrete Mix Inspector


It is the responsibility of the concrete mix inspector to ensure that the Contractor or ready mix concrete producer is supplying concrete meeting specification requirements. All concrete testers will be required to possess a Michigan Level 1 Concrete Tester Certification (three year certification). Certification and testing will be conducted at various locations statewide by the Michigan Concrete Association and the Michigan Concrete Paving Association. No other method of qualification will be allowed. To accomplish this, the inspector must:

  • Read the requirements in the current edition of the National Ready Mixed Concrete Association (NRMCA) - Quality Control Manual, Plant Certification Check List. Copies of the checklist are available in the Region or TSC office.
  • Verify the plant has been inspected and certified by a private inspection agency meeting the requirements of the NRMCA certification program, or has been accepted for use by the Region materials personnel as a noncertified automated plant, or approved manual plant.
  • Have the proper equipment to check the concrete mixture for slump, air content and temperature.
  • Check to see that truck mixers, agitators or nonagitating hauling units meet the requirements of the NRMCA.
  • Cast strength specimens, as needed, for quality assurance.

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Plant Site Review

Before the concrete supplier starts to deliver concrete to the project, the inspector should check the plant site. Plants cannot adopt a standard layout because their layout depends on the site and method of materials delivery and storage. However, they can observe certain fundamental principles, especially for the handling and stockpiling of aggregate materials.

The stockpiles should be far enough apart to avoid contaminating one material with another.

While it is not a requirement, if the base for the stockpiles and roadways for the trucks are built with well-compacted granular material, it will ease the Contractor’s operations and reduce rejection of aggregates due to contamination with foreign materials.

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Contamination Sources

Trucks usually deliver aggregate materials to the plant and deposit them at the base of the stockpiles. From there, they are cast into the stockpiles by a , or a front-end loader. This introduces two possible sources of contamination with foreign material.

  • If the trucks haul over muddy roads or across clay areas, the dual tires may carry large quantities of clay or mud into the stockpile area.
  • If the operator becomes careless in building the stockpile and gouges the bucket into the earth under the base, contaminated material may be introduced into the stockpile. Make frequent inspections of the stockpile operations.

Materials contaminated during stockpiling or charging of the bins must be removed and changes made to the operation to prevent further contamination.

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Maintaining Moisture in Stockpiles

If blast-furnace slag coarse aggregate is being used in the concrete, the Contractor should continuously water the slag stockpile while it is being built and maintained. This is especially important during periods of hot weather and low relative humidity. If dry slag coarse aggregate is permitted to be introduced into the concrete mixture during batching, it will absorb excessive amounts of mix water, thus, increasing the potential for early-age uncontrolled random cracking of the pavement.

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NRMCA Plant Certification

Portable and stationary concrete batch plant facilities supplying Portland cement concrete (PCC) must be certified and meet NRMCA requirements. Portable concrete batch plant facilities must be recertified on an annual basis at the start of production. After each move, the Contractor must perform a verification inspection of the plant following the NRMCA plant certification checklist.

Documentation that the batch plant meets NRMCA certification requirements must be provided to the Engineer prior to batching concrete. A certified scale company must certify scales after each move.

A waiver of NRMCA certification will be permitted if it is determined that no NRMCA-certified facility is within 25 miles (40 km) of the project limits. Batching facilities meeting the requirements of a fully automated plant, and approved by Region materials personnel, will then be permitted.

If a NRMCA, or a certified or approved automated plant is not available, then a waiver of automation will be permitted and a manual plant may be used with the Engineer’s approval.

Every plant, regardless of certification or approval status, must have a current scale check report on file. The five page Concrete Plant Equipment Inspection Report, Form 580 (Figure 601-1) should be on file at the TSC (with corrections documented for any deficiencies noted) for plants receiving waiver of NRMCA certification. NRMCA certified plants must display their current Certificate of Conformance on-site, and furnish the Department with a photocopy to be on file at the TSC.

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Checking Weighing Devices

Plants meeting NRMCA certification will have their scales inspected for conformance with item 2.1.2 of the NRMCA Quality Control Manual, Section 3, Plant Certification Checklist, at intervals not exceeding six months. The interim scale inspections may be done by qualified company personnel. Using certified weights, or other outside agencies or scale companies. Noncertified plants will require annual scale checks by a qualified scale company or other outside agency.

The Contractor will have at least 500 pounds (226.8 kg) of test weights meeting the requirements of the NIST Handbook 44, available for calibrating and testing weighing equipment. Additional or larger standard test weights are also acceptable. The Contractor will provide such devices and assistance as required to enable the Engineer to check the scale accuracy.

The procedure for checking scales with ten standard 50 pound (22.68 kg) weights is:

  1. Balance the scales at zero or empty.
  2. Add the known weight and record the reading, then remove the weight and charge the bin with material to approximately the same setting.
  3. Apply the known weight again and record.
  4. Repeat this operation until the maximum batch weight is reached.

The results are tabulated as in the following example:

Applied Weights
lbs (kg)
Scale Reading
lbs (kg)
% Error
500 (226.8)
500 (226.8)
1000 (453.6)
1002 (454.5)
1500 (680.4)
1498 (679.5)
- 0.13
2000 (907.2)
2000 (970.2)
2500 (1134.0)
2502 (1136.3)

The scale reading at 2500 pounds (1134 kg) is 5 pounds (2.3 kg) over:

5 (2.3) X [100 / (2500 * 1134)] = 0.20%

Scales must be accurate to within ± 0.2 percent of the net load in the hopper or one graduation, whichever is greater, throughout the range of use.

When the scales are checked, the plant inspector should inspect the scales’ working parts (such as hangers, knife edges, etc.) to assure that they are clean and free of any restraint.

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Automatic Control Checkout Procedure for Concrete Plants

Direct observation suffices for most inspection on a project, but looking at the concrete mixture will not show whether the automatic controls are operating within specifications. The automatic controls will be checked as part of the plant certification; additional checks can be made at the Engineer’s request to ensure the proper plant operations.

A computer-generated batch ticket can be used to see if the automatic controls are working within the specified tolerance range. See DOCUMENTATION, Concrete Tickets, on pages 601-25 through 27, for an example of checking batch weights.

The purpose of the automatic control checkout is to determine if the automatic controls for a concrete plant are performing according to specifications. It enables this determination to be made by personnel at the project level. It is not a scale check nor is it intended to be.

Proper procedure will require the Contractor’s personnel to do the actual checking, with the plant inspector making notes on the Automatic Controls Checkout Sheet, Form 1114 (Figure 601-2 and 601-3).

The specifications require that an automatic control can be stopped in the underweight and overweight tolerance check position so the tolerance settings may be inspected. The specifications also require a dial puller on dial scale controls, or a load simulator for load cells, to simplify the checkout procedure. The test may be run by simulating a batching operation, or it may be run with materials during a batching operation.

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Dial Scale Control Systems Checkout

Stop the automatic controls for the cement scale or aggregate scale in the underweight check position.

The scale is then pulled upscale to the desired target weight reading.

At this point, the underweight indicator light should be off. If the indicator light stays on, the controls should be adjusted before proceeding.

From the target weight, slowly drop the scale reading until the underweight indicator light goes on.

The scale reading is then noted and entered on the automatic control checkout sheet.

The difference between the target weight and the scale reading when the indicator light goes on is the actual underweight tolerance.

Overweight tolerances are checked in a similar way. The controls are stepped to the overweight position and the scale is pulled upscale until the overweight indicator comes on. The difference between the target weight and the scale reading is the actual overweight tolerance.

Note that, in each case, the reading is taken by beginning at the target weight and proceeding in the direction of the tolerance being checked. The readings should not be taken by pulling the dial indicator toward the target weight. Some equipment may give a different reading going in this direction. The result will be misleading and the actual tolerance may be greater than the reading obtained.

When checking aggregate scales, the same procedure is repeated for each material. The same tolerance reading will not necessarily be found for each material though there is often only one tolerance control setting for underweight and one for overweight.

It is important to verify that substantially all the materials weighed are discharged from the weigh hopper. This condition is verified by pulling the scale indicator downscale to a nearly empty position until the hopper empty indicator goes on. The scale reading when the indicator goes on is: hopper empty or zero tolerance. These tolerances are 1 percent of the batch weights, or 100 pounds (45 kg), whichever is less.

These tests may generally be run with materials in the hoppers and, on some equipment, this may be the easiest method.

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Beam Scale Control Systems Checkout

Beam scale batching system tolerances are checked more directly.

The weigh beam should be balanced at zero.

After charging some material into the hopper, the scale should be brought to balance by adjusting the weigh beam poise.

If no material is available, the tare beam may be unbalanced to simulate weight.

To check the underweight setting, the poise is moved upscale so that the quantity in the hopper is less than the weigh beam reading.

When the underweight light comes on, the reading is taken and entered on Form 1114.

The difference between the weight at balance and the new weight is the underweight tolerance.

Overweight tolerance is taken in a similar way by moving the poise downscale until the overweight light comes on. Zero verification tolerance on a beam scale is generally the same as the overweight tolerance, since the indicator does not differentiate between different weights in the hopper. It only senses balance.

It is generally easier to check beam scale tolerances using material in the hopper. It is also convenient to check tolerances without material by adjusting the tare beam out of balance, as described above.

As part of checking the tolerance controls, the interlock function should be verified. This is accomplished as follows:

The plant operator places the automatic cycle underweight/overweight inspection device in the test position.

After the system is placed in either the underweight or overweight condition, as indicated by the tolerance lights, the inspection device is removed from the test position.

If the interlocking system is functioning correctly, the system will not advance to the next material or function until the underweight or overweight condition is eliminated; thus, the system is interlocked.

Some equipment may require modification of this test procedure. If the controls cannot yield the information required on Form 1114, the equipment does not meet specifications. After all scale readings are entered on Form 1114, it should be completed (Figure 601-2 Truck Mix Sample and Figure 601-3 Central Mix Sample) and submitted with notation made of any corrective action taken. Form 1114 is a worksheet report; it need not be typed.

Remember that the automatic controls are a full-time inspection of the proportioning operation. If they are properly checked out, the equipment can be depended upon for quality assurance and quality control of the mixture.

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Plant Visits

The material being weighed shall agree with the batch weights specified, within the tolerance permitted. Tape or other marks may be used on the dial face to aid in visually determining the required batch weights.

The transparent calibrated column or sight tube used for admixtures shall be in view of the plant operator and discharging properly with each batch.

Familiarity with the entire plant operation will help to determine if the material is coming from proper bins, batch sizes are correct for mixer or truck capacity and that the required admixtures are being dispensed.

Figure 601-1 - Form 580 - Concrete Plant Equipment Inspection Report
Figure 601-1(cont.) - Form 580 - Concrete Plant Equipment Inspection Report
Figure 601-1(cont.) - Form 580 - Concrete Plant Equipment Inspection Report
Figure 601-1(cont.) - Form 580 - Concrete Plant Equipment Inspection Report
Figure 601-1(cont.) - Form 580 - Concrete Plant Equipment Inspection Report
Figure 601-2 - Form 1114 - Automatic Controls Checkout Sheet (Truck Mix)
Figure 601-3 - Form 1114 - Automatic Controls Checkout Sheet (Central Mix)

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Mix Computation

Unit Weight - Coarse Aggregate

The coarse aggregate unit weight can be found on the Concrete Proportioning Data Sheet, Form 1830 (Figure 601-4), or a Contractor’s mix design. It is the weight of 1 yd3 (1 m3) of coarse aggregate, loose measure, bone-dry. This weight is determined before the start of concrete operations and again if there is a change in the coarse aggregate source, an obvious change in aggregate gradation or report of poor finishing quality of the concrete.

Normally, an actual test to determine unit weight is not required, since the average weight of coarse aggregate will be listed on Form 1830. A unit weight determination may also be based on experience with aggregate from a particular source or selected from the following. Typically, the unit weight measured will fall within the following ranges:

Type of Material
Typical Unit Weight

Natural Aggregate

102 to 104 lbs. (1634 to 1666 kg)

Crushed Stone

88 to 90 lbs. (1410 to 1442 kg)


72 to 74 lbs. (1153 to 1185 kg)

The inspector, with the Engineer’s approval, may adjust the unit weight ± 2 lbs. (10 kg) to enhance concrete workability.

The equipment and help necessary for doing the unit weight test may be obtained from C&T’s Central laboratory or from Region materials personnel.

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Determination of Moisture in Aggregates

Moisture content tests are not required for routine concrete production unless the moisture is suspected to be outside the approved moisture range. Batch weights may be calculated using moisture content determined by moisture probes, speedy moisture meter or by using the following range for the various aggregates, depending on weather conditions.

Moisture Range %

Coarse Aggregate:

Natural Aggregate


Crushed Stone




Fine Aggregate:

Natural Sand


Batch plants with control panels containing moisture probes and automatic moisture compensators are an acceptable batching method for MDOT projects, provided specification tolerances are met.

When moisture tests are done to verify average moisture content, samples must represent the aggregates being batched. Fine aggregate samples should weigh approximately 35.27 oz (1,000 g) and the coarse aggregate sample approximately 70.55 oz (2,000 g).

The percent moisture is calculated as shown in the following example:

Weight of wet sample

42.86 oz (1,215 g)

Weight of bone-dry sample (dried to a constant weight)

40.92 oz (1,160 g)

Weight of free and absorbed moisture

42.86 - 40.92 = 1.94 oz

(1,215 - 1,160 = 55 g)

Percent moisture

55/1160 x 100 = 4.7%

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Batch Weight Computations


Enter the typical unit weight for coarse aggregate from the lower portion of Form 1830 (Figure 601-4), and the corresponding weight of sand and coarse aggregate on Concrete Proportioning Plant Report, Form 1174 (Figure 601-5).


Enter the moisture contents determined as described above.


Determine the actual fine aggregate scale setting by multiplying the moisture content times the design weight and adding this result to the dry weight of the fine aggregate.


Determine the actual coarse aggregate scale setting in the same manner.


Computed water is determined by subtracting the moisture rates in the fine and coarse aggregates from the total design water, from Concrete Proportioning Data, Form 1830, weight. One gallon (liter) of water weighs 8.33 lbs (1 kg).


The weight of cement for 1 yd3 (1 m3) of concrete is read directly from Form 1830. This weight, along with computed fine and coarse aggregate weights, is given to the batch plant operator to set on the scales.


Depending on the design of the plant, computer generated, punch card or preset dials may be used with 1 yd3 (1 m3) quantity set, or the weights may have to be multiplied by the number of yd3 (m3) desired to be weighed out at one time on the scales.


After the concrete mix operator has set the weight for each material on the scales, the inspector should verify these settings.


The computed quantity of water is for guidance only. Usually the concrete plant operator will set the water gauge for less water and gradually increase the water until the proper slump is obtained. Often the amount of water added will be less than the computed water.


When water reducers or water reducing admixtures are required in the mix, the inspector should verify that dosage used is within the range indicated in the Qualified Products List of approved admixtures.


The amount of air entraining admixture used is determined by the batch operator, based upon previous experience and adjusted as indicated by air tests, to provide specified air content.

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Minimum Mixing Time


The inspector should check on the proper mixing of the concrete. The mixer should be free of built-up concrete on the blades. The ingredients should not be lost by spillage or leakage.


In most central mix plants, the drum should mix for 60 seconds after all the cement and aggregates, and at least part of the water, are in the drum.


Truck-mixed concrete is to be mixed with a minimum of 70 revolutions, at mixing speed, before leaving the batch plant yard. The batch size must not exceed the rated mixer capacity.

Figure 601-4 - Form 1830 - Concrete Proportioning Data
Figure 601-5 - Form 1174 - Concrete Proportioning Plant Report

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Concrete Tickets

The Contractor/concrete producer will have computer-generated delivery tickets from plants certified by NRMCA.

NRMCA Ticket Information

The concrete producer’s name and plant number, if more than one plant.


Ticket serial number.


Truck number.


Contractor name and job number.


Grade of concrete and cubic yards (meters) batched.


Date and time the batch was loaded.


Type and name of admixtures and amount batched.


Certification executed by the producer stating that all materials have been tested and approved, or certified as meeting MDOT’s specifications. Plants dedicated to only one project are excluded from this requirement.


An automated printout of actual batch weights will accompany each delivery ticket.

The producer will also provide the work site inspector with the target batch weights, including aggregate moisture adjustments, prior to the concrete placement and each time adjustments are made to the target batch weights. Concrete Proportioning Plant Report, Form 1174 (Figure 601-5) or a computer generated printout may be used for this information.

The target weights along with the actual batch weights allow the street inspector to check the actual batch tolerances.

Example: Design weight + moisture weight = target weight +/- 1% = actual weight tolerance.

Design Wt.
lb. (kg)
Target Wt.
lb. (kg)
Actual Wt. Tolerance
± lb. (kg)
Fine Aggregate
1510 (685)
1585 (719)
- 1570 (712)
+ 1600 (726)
Coarse Aggregate
2546 (1,155)
2573 (1,167)
- 2546 (1,155)
+ 2599 (1,179)
564 (256)
564 (256)
- 558 (253)
+ 571 (259)

When an out-of-tolerance condition is indicated on the batch ticket, particular attention should be paid to succeeding batches. If this condition is not corrected immediately, the concrete will be rejected and the Project Engineer will be notified. The Engineer may then request an automatic control check before concrete production is resumed.

Tickets need to be signed by the street or structure inspector only when, in the Engineer’s opinion, a signature is needed to document elapsed times, concrete grades or other specification requirements.

Figure 601-5 - Form 1174 - Concrete Proportioning Plant Report

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Inspection and Control on Small Quantities of Concrete

Small quantities are defined as daily production of less than 50 yd3 (40 m3).

When a small quantity of noncritical concrete is to be placed, the preceding procedures that involve a full-time concrete plant inspector in noncertified plants may need to be modified. In urban areas where limited areas of concrete are being shipped from two or more plants, it is sometimes practical to have one concrete plant inspector travel between plants to provide spot inspection on the batching procedures. In situations where one plant is shipping intermittently, a full-time concrete plant inspector may not be cost effective. The following guidelines should be used at the Engineer’s discretion.

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Exposed Concrete

The following items may be accepted on the basis of conventional field testing (slump, air and strength) and only intermittent plant observation will be required, as deemed necessary by the Engineer:

  • Curb and gutter, valley gutter and sidewalk.
  • Concrete dividers, medians and glare screens.
  • Culvert head walls, spillways and paved ditches.
  • Nonproduction base course.
  • Slope paving and headers.
  • Temporary pavements and nonproduction pavement patching.
  • Sign and light standard foundations.

Batch weights will be set up from an approved mix design. The concrete delivery tickets will contain the same information required for production projects, including certification that the materials used in the concrete are State tested or certified as meeting specification requirements. A NRMCA certified plant should be used (if available), or a plant inspected by Region personnel according to Section 601 of the Standard Specifications for Construction using Form 580 (Figure 604-1).

Yield checks are optional, as overruns may be expected with small pours, and they may not provide correlative information.

Documentation - The individual pours may be summarized on Inspector’s Report of Concrete Placed, Form 1174A (Figure 601-6) and submitted weekly, or more frequently, as judgment dictates. The report is intended to be a source document and history which will provide information on slump, air, etc. in the event the pour should develop some deficiency. Form 1174A should have the wording “Random Plant Inspection” printed in a prominent place to indicate that a continuous plant inspection was not observed. Any pay quantities should be reported on Inspector’s Daily Report, Form 1122B (Figure 601-7).

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Nonexposed Concrete

Concrete without plant inspection and with limited field testing, as approved by the Engineer, may be used with the following concrete items:

  • Manhole, catch basin and inlet foundations.
  • Sign, signal and light bases.
  • Fence post and guardrail anchors.
  • Conduit and sewer encasement.
  • Thrust blocks.
  • Other nonexposed items designated in the plans or proposal such as tremie seals, mud mats or subfootings.

Substructure concrete above the subfooting and water main encasement are not to be considered in this category but must have complete reporting and inspection.

Documentation: Form 1174 will not be required, but pay quantities will be reported on Form 1174A and the Inspector’s Daily Report, Form 1122. Cylinders/beams, when made, should be reported on Concrete Cylinder/Core Compression Test Results, Form 1160B (Figure 602-2) if cylinders were cast and submitted after strength determination was completed or Report of Modulus of Rupture, Form 1160A (Figure 602-3). Concrete delivery tickets are to state the cement content per cubic yard.









QC Plan Administrator



Possession of one of the following credentials will be considered qualified:

  • Professional Engineer (MI).
  • National Institute for Certification of Engineering Technicians - Level III (Concrete).
  • Concrete Technician - Level II (MCA or MCPA).
Persons Performing QC Tests



Possession of one of the following credentials will be considered qualified:

  • Concrete Technician - Level I or II (MCA or MCPA).


Air Meters




Description of curing facilities given

Acceptable? Yes / No

Description of how samples will be handled

Acceptable? Yes / No


Compression Testing Machine





The special provision for Contractor quality control lists minimal testing required.


After the start of the first concrete operation for each mix design, determine yield.

Acceptable? Yes / No


At the start of the placement, test first load (subsequent loads, if required). During concrete placement, test for slump at least once per hour.

Acceptable? Yes / No

Air Entrainment

At the start of the placement, test first load (subsequent loads, if required). During concrete placement, test for air content at least once per hour.

Acceptable? Yes / No


At the start of placement, test first load (subsequent loads, if required). During concrete placement, test for temperature at least once per hour.

Acceptable? Yes / No


Determine the strength at least once every 200 yd3 for a specific mix design. A single strength test consists of two cylinders, or two beams.

Acceptable? Yes / No


Quality Control Plan




Figure 601-6 - Form 1174A - Inspector's Report of Concrete Placed
Figure 601-7 - Form 1122B - Inspector's Daily Report

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Concrete Technician’s Checklist


Aggregates handled to avoid contamination in stockpiles and storage bins. Is base under stockpile?


Test slips or certification for all aggregates. Stockpiles must be identified in commercial plants.


Certification slips for cement.


Up-to-date materials and technology scale check and plant inspection report (should be within the past year, or since last move). Reports should be at the plant.


Cement scales are to be checked as requested by the Engineer using standard 50 lb. (22.68 kg) weights, or any other practical combination of weights furnished by the producer. Make sure scale knife edges are clean and centered.


Automatic control check performed periodically as requested by the Engineer and reported by plant inspector (Form 1114).


Admixture dispensers are to be checked by plant technician daily. A sufficient supply of admixture should be on hand to avoid running out of material. The air-entraining admixture, water reducing admixture or water reducing and retarding admixture dispenser must be interlocked with the batching cycle to stop. Admixtures must be on a department approved list. If non-air entrained cement is used, both a meter and visual indication of admixture must be present.


Check for adequate mixing time for the type of mixer used. Truck mixers are to mix at least 70 revolutions at the plant site.


Have updated mix design charts for materials used at the plant, and be sure that the proper mix is being used.


Stockpiles must be fairly uniform in moisture content. Slag stockpiles mat have to be wet down to obtain uniform moisture.


Select coarse aggregate unit weight and average moisture content for fine and coarse aggregate before start of production.


Are proper weights set on scales, presets, punch cards or computers?


Equipment and facilities available for water/cement ratio test on bridge decks?


Arrange for casting, curing and breaking of test beams.

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