ITEM 451 REINFORCED PORTLAND CEMENT CONCRETE PAVEMENT

451.01 Description. This work consists of constructing a pavement composed of reinforced portland cement concrete on a prepared surface.

451.03 Equipment. Furnish self-propelled spreading and finishing machines capable of consolidating and finishing the concrete and producing a finished surface meeting the requirements specified.

Consolidate the full width and depth of concrete pavement placed by a single pass of a series of approved internal vibrators operating at a frequency range of 7000 to 11,000 impulses per minute. Attach vibrators to either the spreading or finishing equipment in such a manner that they do not come in contact with preset dowel basket assemblies, the subgrade, reinforcing mesh or side forms. Do not operate vibrators in a manner to cause a separation of the mix ingredients (segregation); i.e., either a downward displacement of large aggregate particles or an accumulation of latence on the surface of the concrete. Avoidance of segregation of the concrete mix may require reduction in the vibration frequency within the range specified when forward motion of the paver is reduced. Connect the power to all vibrators so that they cease when the machine motion is stopped. Stop paving operations if any vibrator fails to operate within the above specified range.

Provide an electronic monitoring device that displays the operating frequency of each internal vibrator on all paving machines. The monitoring device shall have a readout display near the paver operator’s controls that is visible to the operator and the Engineer. Operate the monitoring device continuously while paving and display all vibrator frequencies with manual or automatic sequencing among individual vibrators. Using the monitoring system record the following minimum information: time of day, station location, paver track speed, and the frequency of each individual vibrator. Make recordings after each 25 feet (8 m) of paving or after 5-minute intervals of time. If not using a monitoring system with a recorder, make and record readings every 30 minutes. Provide a record of the data daily to the Engineer.

Construct pavement using either fixed forms or slip form paving equipment that conforms to the following:

A. Fixed Form Construction. Spread, screed, and consolidate concrete using one or more machines between previously set side forms. Furnish an adequate number and capacity of machines to perform the work at a rate equal to the concrete delivery rate. Furnish machines capable of uniformly distributing and consolidating the concrete without segregation.

Provide machines capable of operating on two side forms, on adjacent lanes of pavement and one side form or on two adjacent lanes as necessary. When placing concrete adjacent to an existing pavement lane, take measures to protect the adjacent pavement from damage. Remove from the work any machine that causes displacement of the side forms from the line or grade or causes undue delay, as determined by the Engineer, due to mechanical difficulties.

Finish small or irregular areas that are inaccessible to finishing equipment using other methods as approved by the Engineer. Accomplish vibration of these areas using hand held or machine mounted internal vibrators. Continue vibration to achieve adequate consolidation, without segregation, for the full depth and width of the area placed.

Use straight edge side forms made of steel and of a depth equal to the specified pavement thickness. Do not use bent or damaged side forms or forms with damaged joint locks or pin pockets. Clean and oil all forms each time they are used. Provide forms in sections not less than 10 feet (3 m) in length, with horizontal joint and base width equal to the depth of the forms. If the radius of the circular pavement edge is 100 feet (30 m or less, use flexible or curved forms of a design acceptable to the Engineer. Provide adequate devices to securely set forms and withstand operation of the paving equipment. Do not use built-up forms except to construct pavement of a specified thickness whose total area for the project is less than 2000 square yards (1650 m²). Provide forms with adequate joint locks to tightly join ends of abutting form sections together.

B. Slip Form Construction. Place concrete using a slip form paver or combination of pavers designed to spread, consolidate, screed, and float-finish the freshly placed concrete in one complete pass of the machine and with a minimum of hand finishing to provide a dense and homogeneous pavement.

Operate the slip form paver with as nearly a continuous forward movement as possible, and coordinate all operations of mixing, delivering, and spreading concrete to provide uniform progress with minimal stopping and starting of the paver. If for any reason it is necessary to stop the forward movement of the paver, immediately stop the tamping elements. Unless controlled from the machine, do no apply any other tractive force to the machine.

Accurately control the finish grade of the pavement from a pre-set grade line parallel to the finish grade using equipment with controls that will trace the grade line and automatically adjust the grade of the screeds or extension meters.

In areas where adjoining concrete pavement is to be constructed, ensure that the surface at the edge of the pavement on either side of the longitudinal joint does not vary more than 1/4 inch (6 mm) below the typical section. Ensure that the outside edges of the pavement does not vary more than 1/2 inch (13 mm) below the typical section. Ensure that all pavement edges are nearly vertical with no projections or keyways exceeding 1/2 inch (13 mm).

In the area of construction joints placed at the end of the days run, the Engineer will allow a reduction of approximately 2 inches (50 mm) in overall width.

451.04 Setting Forms. Set all forms in conformance to the required grade and alignment and support the entire length of forms on thoroughly compacted material during the entire operation of placing and finishing of the concrete. Set side forms with the top face of the form varying not more than 1/8 inch in 10 feet (3 mm in 3 m) from true plane, and the vertical face varying not more than 1/4 inch in 10 feet (6 mm in 3 m) from true plane. Test the forms for variations from the above requirements and reset the forms as necessary. Do not use loose earth, pebbles, etc., to shim the forms. Immediately before placing concrete, the Engineer will approve the alignment and grade of all forms set.

A. Fixed Form Construction. After side forms have been set to line and grade and securely fastened, use a subbase or subgrade planer to remove a slight amount of material and bring the subgrade or subbase to final grade and to a smooth dense condition. Check the subgrade or subbase using a multiple pin template operated on the forms or other methods approved by the Engineer. Correct and retest all high or low spots.

Instead of the above operation, the Contractor may place forms on subbase or subgrade prepared according to 451.05.B.

B. Slip Form Construction. After the subgrade or base is placed and compacted to the required density, use an automatic subgrading machine to cut the areas for pavement and the areas that will support the paving machine to the plan elevation. Construct the grade sufficiently in advance of placing the concrete to permit the Engineer to check the grade.

451.06 Placing Concrete. Immediately before placing concrete, bring the subgrade or subbase to a thoroughly moistened condition by sprinkling with water at such times and in such manner as directed by the Engineer.

Deposit concrete on the grade in a manner that requires as little rehandling as possible. Do not allow workers to walk in the freshly mixed concrete unless wearing clean boots or shoes free of earth or any foreign material.

At expansion and contraction joints, deposit concrete near the joints to ensure the dowel basket assemblies are not disturbed. Do not allow concrete to discharge onto any dowel basket assembly unless the hopper is well centered on the assembly. Use a separate internal vibrator to consolidate concrete around dowel basket assemblies.

Provided the curing compound damage caused by sawing is repaired according to 451.10 and to the Engineer’s satisfaction, the Contractor may operate the sawing equipment necessary to saw joints on the newly constructed pavement. Do not operate other mechanical equipment upon existing lane of pavement for seven days or until specimen beams attain a modulus of rupture of 600 pounds per square inch (4.2 MPa). If only finishing equipment is carried on an existing lane, paving may be permitted after that lane has been in place for at least 3 days and after specimen beams shall have attained a modulus of rupture of 500 pounds per square inch (3.5 MPa).

When the width of pavement being placed in one operation is 12 feet (3.6 m) or more and the total area of any given width of pavement on the project exceeds 10,000 square yards (8300 m²), use an approved separate concrete spreading machine.

Do not mix, place, or finish concrete after dark without operating an adequate and approved lighting system.

When the air temperature is 35 °F (2 °C) or below, provide concrete with a temperature of between 50 and 80 °F (10 and 27 °C) at the point of placement.

When the air temperature is greater than 35 °F (2 °C) before placing, maintain a concrete temperature of not more than 90 °F (32 °C).

Make two test beams from each 7500 square yards (6300 m²) of concrete or fraction thereof incorporated in the work each day.

451.07 Placing Reinforcement. Place pavement mesh of the size and at the locations within the concrete slab shown on the standard construction drawings. When placing reinforced concrete pavement in two layers, strike off the entire width of the bottom layer to a length and depth that allows laying the mat of reinforcement on the concrete and in its final position without further manipulation. After installing reinforcement directly upon the concrete, place, strike off, and screed the top layer of concrete. When reinforced concrete pavement is placed in one layer and in advance of placing concrete, position and securely anchor the reinforcement to the underlying base or pavement. As an alternative, after spreading the concrete and while it is in a plastic condition, use mechanical or vibratory means to place reinforcement in the concrete.

Where reinforcement is overlapped, securely fasten mats of reinforcement together at the edges of the sheets and at two additional points along the lap. Use reinforcing steel free from dirt, oil, paint, and grease.

451.08 Joints. Unless otherwise directed, construct all transverse joints normal to the centerline of the pavement lane and of the type, dimensions, and at locations specified.

If a concrete saw is used to make the longitudinal joint between simultaneously placed lanes, saw the joint within 3 days of placing pavement. For pavement less than or equal to 10 inches (255 mm), saw the joint to a minimum depth of one-fourth the specified pavement thickness. For pavements greater than 10 inches (255 mm) thick, saw the joint to a minimum depth of one-third the specified pavement thickness. Saw joints approximately 1/8 inch (3 mm) wide.

If a concrete saw is used to make the longitudinal joint between separately placed lanes saw the joint 1/2 inch (13 mm) deep and approximately 1/4 inch (6 mm) wide within 3 days after the concrete is placed.

If the longitudinal joint is formed, form the groove for sealing in the lane placed last.

Place deformed epoxy coated steel tiebars or the hook bolt alternate (wiggle bolt) with coupling, in longitudinal joints during consolidation of the concrete. Install them at mid-depth in the slab by approved mechanical equipment. As an alternate procedure, rigidly secure them on chairs or other approved supports to prevent displacement. Do not place tiebars or wiggle bolts in the vicinity of the dowel basket blies. Provide tie bars or wiggle bolts of the size and spaced as shown on the standard construction drawings. If used, securely fasten hook bolts or wiggle bolts with couplings to the form at the longitudinal construction joint as shown on the standard construction drawings.

Construct expansion bolt joints by installing expansion shield anchors in the center of the existing pavement slab and according to manufacturer’s recommendations and then firmly thread hook bolts into the expansion shield anchors.

B. Load Transfer Devices. For all transverse joints, install round, straight, smooth, steel dowel bars of the size shown in Table 451.08-1.

Table 451.08-1 Dowel Size
Thickness of Pavement (T)	Diameter of Steel Dowel
Less than 8 1/2 inches (215 mm)	1 inch (25 mm)
8 1/2 to 10 inches (215 to 255 mm)	1 1/4 inches (32 mm)
Over 10 inches (255 mm)	1 1/2 inches (38 mm) or as shown on the plans

Use dowel basket assemblies approved by the Engineer which are left in the pavement to hold dowels in a position parallel to the surface and centerline of the slab at mid-depth of the slab thickness. The Contractor may place dowels in the full thickness of pavement by a mechanical device (dowel bar inserter) approved by the Engineer.

Immediately before paving, remove all shipping and spacer wires from dowel basket assemblies and assure the dowel basket assemblies are held firmly in place throughout the paving operations.

Within 2 hours of placing and consolidating the concrete around the dowels, coat the free half of all dowels with a bond-breaking material, such as a thin layer of oil.

For each joint assembly used to hold dowels in position, provide a continuous assembly between longitudinal joints or between the longitudinal joint and pavement edge. Drive at least eight 1/2-inch (13 mm) diameter steel pins a minimum of 18 inches (460 mm) long at an angle to brace the assembly from lateral and vertical displacements during the placing of concrete. Drive two of these pins opposite each other at each end of the assembly, and drive the remaining pins in staggered positions on each side of the assembly. Where it is impractical to use the 18-inch (460 mm) length pins, such as where hardpan or rock is encountered, and provided the assembly is held firmly, the Engineer may authorize use of shorter pins. Where the dowel basket assembly is placed on granular material that may allow settlement or distortion, anchor the assembly with a combination of pins and steel plates, or by some other means satisfactory to the Engineer to prevent settlement.

When concrete pavement is placed on an existing concrete pavement or on a stabilized base, secure dowel basket assemblies from lateral and vertical displacement during concrete placement using power-driven fasteners and appropriate clips or pins driven in predrilled holes of a diameter slightly less than the pin diameter. Use either of the above methods or a combination of the two in sufficient numbers to adequately secure the basket assemblies.

Beginning 6 inches (150 mm) from the longitudinal joint, space dowels at 12-inch (300 mm) centers. Where widths other than 12 feet (3.6 m) are specified, the Contractor may use standard dowel basket assemblies with dowel spacings adjusted as follows. Maintain 6-inch (150 mm) dowel spacing at the longitudinal joint and increase the spacing at the outer edge of the lane up to 12 inches (300 mm). Where an odd width of lane occurs and if the standard dowel basket assembly would provide for a space exceeding 12 inches (300 m), place a dowel 6 inches (150 mm) from the outer edge of the lane). Hold such a dowel rigidly in proper position by a method satisfactory to the Engineer or cut and splice a dowel basket assembly of greater length than required to attain the required length

C. Expansion Joints. Where a pressure relief joint is not provided adjacent to a bridge structure, construct expansion joints at the first two regularly spaced joint locations adjacent to the bridge approach slab on each side of the bridge. If the pavement is constructed in two or more separately placed lanes, construct the transverse expansion joints in a continuous line for the full width of the pavement and shoulders.

Construct expansion joints according to the standard construction drawings. Install the face of the expansion joint perpendicular to the concrete surface except when expansion joint is installed at a skewed bridge approach slab.

Use round, straight, smooth, steel dowels, and within 2 hours of placing concrete, apply a thin layer of oil or other bond-breaking material to provide free movement. After coating the dowel, install a sleeve of metal or other approved material approximately 3 inches (75 mm) long, with crimped end, overlapping seams fitting closely around the dowel, and a depression or interior projection to stop the dowel a sufficient distance from the crimped end to allow 1 inch (25 mm) for longitudinal dowel movement with pavement expansion on one free end of each dowel. If approved by the Engineer, the Contractor may use other means to allow for 1 inch (25 mm) of expansion.

Punch or drill proper size dowel holes into the preformed expansion joint filler to assure a tight fit around each dowel.

Form a 1-inch (25 mm) wide and 1-inch (25 mm) deep opening on top of the expansion joint filler for installation of 705.04 joint sealers.

D. Contraction Joint. For pavement less than or equal to 10 inches (225 mm) thick, saw contraction joints to a minimum depth of one-fourth of the specified pavement thickness. For pavement greater than 10 inches (255 mm) thick, saw contraction joints to a minimum depth of one-third the specified pavement thickness. Cut joints 1/4 ± 1/16 inch (6 ± 1.6 mm) wide measured at the time of sawing. If the pavement is constructed in two or more separately placed lanes, install the joints continuous for the full width of the pavement. Saw the pavement with sawing equipment approved by the Engineer as soon as the saw can be operated without damaging the concrete. Provide saws with adequate guides, blade guards, and a method of controlling the depth of cut. After wet or dry sawing, clean the joint using a jet of water or air under pressure. During sawing of contraction joints, maintain a standby saw in working condition with an adequate supply of blades.

E. Construction Joints. Install dowelled construction joints at the end of each day’s work and when work is suspended for a period of more than 30 minutes.

Use dowels in transverse construction joints. Within 2 hours of placing concrete, coat the free half of all dowels with a bond-breaking material, such as a thin layer of oil. Use an adequate bulkhead, with openings provided for dowel bars spaced as specified and shaped to fit the typical section of the pavement, to form a straight joint. During placing of concrete, hold dowels rigidly in position.

Locate construction joints at or between contraction joints. If located between contraction joints, construct the construction joint no closer than 10 feet (3 m) to the last contraction joint.

451.09 Finishing. Use 10-foot (3 m) straightedges to continually check the finished concrete surface for trueness. If the pavement surface is dragged with a diagonal pipe float machine, occasionally check the surface while the concrete is plastic. Do not add water to aid finishing.

Before the concrete initially sets, round the edges of the pavement along each side of each slab and on each side of transverse expansion joints to the radius specified using an approved edging tool. Before texturing the surface, eliminate toolmarks left by the edging tool.

Texture the surface in the longitudinal or transverse direction using a broom to produce a uniform, gritty, texture. Immediately following the broom drag texture, texture the pavement in the transverse direction using an approved device that produces a random pattern of grooves [approximately 0.15 inch (4 mm) deep and 0.10 inch (3 mm) wide] spaced at 3/8 to 1 3/4 inches (10 to 45 mm), with 50 percent of spacings less than 1 inch (25 mm).

Before the concrete finally sets, impress complete station numbers into the pavement every 100 feet (50 m), e.g., 1+00 (2+050). Mark station equations in the pavement as shown on the plans. Ensure that the numerals are 3 to 4 inches (75 to 100 mm) high and 1/4 inch (6 mm) deep. Place the station numbers parallel with and facing the right edge of the pavement, and centered 12 inches (0.30 m) in from the right edge. On divided highways, provide station numbers on both pavements. When placing concrete shoulders with the traveled lane, place station numbers 12 inches (0.30 m) in from the outside edge of the shoulder and facing the pavement.

451.10 Curing. Immediately after the finishing operations have been completed and after all free water has dissipated, spray and seal all exposed concrete surfaces with a uniform application of curing membrane in such a manner as to provide a continuous uniform film without marring the surface of the concrete. Apply a minimum of 1 gallon (1 L) of material for each 150 square feet (3.7 m²) of surface treated using an approved self-propelled mechanical sprayer. Provide an adequate shield to protect the fog spray from the wind. Before each use, thoroughly agitate the curing material.

On pavement with integral curb or small and irregular areas that are inaccessible to the mechanical spray machine, apply the curing material by a hand-held sprayer.

As soon as the forms have been removed, immediately correct all honey-comb areas and coat the edges of the pavement with the curing material.

The Contractor may water cure concrete with wet burlap cloth, waterproof paper, or polyethylene sheeting. Apply curing as soon as possible and without marring the concrete surface. Unless the specimen beams have attained a modulus of rupture of 600 pounds per square inch (4.2 MPa) keep the entire surface of the top and sides of the newly placed concrete covered for seven days. Protect concrete from freezing until beams attain a strength of 600 pounds per square inch (4.2 MPa).

The above requirements for curing are minimum requirements only. Repair or replace all concrete showing injury or damage due to noncompliance to curing requirements at no additional cost to the Department.

451.12 Surface Smoothness. After final concrete curing and cleaning the pavement surface, test the pavement surface for smoothness using a 10-foot (3 m) rolling straightedge. Provide a two or four-wheeled device 10 feet (3 m) in length with an indicator wheel at the center which detects high and low areas in the pavement surface. Provide equipment which actuates a pointer scale, an audio alert, or marks the pavement with paint or dye when encountering any high or low areas in excess of a preset tolerance. Tow the 10-foot (3 m) rolling straightedge or walk the equipment over the completed pavement. Test all wheel paths in the presence of the Engineer. Locate wheel paths parallel to the pavement centerline and approximately 3 feet (1 m) measured transversely inside all lane edges. Maintain alignment of the 10-foot (3 m) rolling straightedge with reference to the pavement edge at all times. Correct all surface variations so indicated to within the specified tolerance and in a manner that provides a surface texture conforming to 451.09. For corrective grinding or restoration of transverse grooves, provide equipment conforming to 451.13 or 451.14. Pavement surface variations shall not exceed 1/8 inch in a 10-foot (3 mm in a 3 m) length of pavement. For ramp pavements and for those pavements with curvature greater than 8 degrees, or with grades exceeding 6 percent, the surface variation shall not exceed 1/4 inch in 10 feet (6 mm in 3 m).

To the Engineer’s satisfaction, repair or replace sections of pavement containing depressions that cannot be corrected by grinding.

451.13 Profile Grinding. Furnish power driven, self propelled machines specifically designed to correct the profile and provide proper cross-slope on concrete pavement to correct surface variations exceeding tolerances specified in 451.12. Use diamond impregnated blades or diamond impregnated cylinder rings mounted on an arbor head and with a grinding head a minimum of 3 feet (0.9 m) wide. Furnish equipment capable of grinding the surface in the longitudinal direction without causing spalls or other damage at cracks, joints, and other locations. Do not encroach on traffic movement outside the work area during pavement profile grinding operations. Do not use bush hammers, carbide tipped grinders, or other impact devices.

451.14 Pavement Grooving. Furnish power driven, self propelled machines specifically designed to groove concrete pavement with diamond impregnated blades or diamond impregnated cylinder rings to restore transverse grooves in areas corrected to meet smoothness tolerances and provide a texture conforming to 451.09. Furnish blades or cylinder rings mounted on an arbor head so that the resulting grooves comply with 451.09. Furnish grooving equipment with a depth control device that will detect variations in the pavement surface and enable adjustment of the cutting head to maintain the specified groove depth. Restore grooves on pavements that have been ground to meet smoothness tolerances of 451.12 to approximately 0.15 inches (4 mm) below the bottom of the ground section grooves. Vary from these requirements only for small areas and only with written permission from the Engineer.

451.15 Sealing Joints. As soon as feasible after completing sawing, but before the pavement is open to construction equipment and traffic, seal joints. With the approval of the Engineer, the Contractor may place a temporary material, such as an oversized closed-cell backer rod, in contraction joint openings immediately after sawing. The Contractor may use the approved temporary material to protect the joint opening during use by construction equipment necessary to complete the abutting concrete pavement. Upon completion of the entire pavement width, remove the temporary material; widen the contraction joint opening to the specified width, and properly clean and seal it with a continuous length of 705.11 joint sealer. Just before sealing, thoroughly clean each joint of all foreign material, using approved equipment. Ensure the joint faces are clean and dry when the seal is installed.

A. Contraction Joints and Construction Joints. Seal transverse contraction and construction joints with seals conforming to 705.11 and in one piece without field or factory splice between longitudinal joint and edge of pavement or between longitudinal joints of multilane pavement. Using an approved lubricant-adhesive covering both sides of the sealer, install seals with suitable tools while in a substantially full compressed condition and at all times be below the level of the pavement surface by approximately 1/4 inch (6 mm). Do not exceed 5 percent elongation during installation as determined by length measurement marks.

B. Expansion Joints. Seal expansion joints with material conforming to 705.04.

C. Longitudinal Joints. Seal sawed or formed longitudinal joints with joint filler conforming to 705.04 or 705.11. Place the joint sealer with proper equipment to obtain a neat workmanlike joint, free from excess and unsightly filler.

451.16 Opening to Traffic. When 7 days have elapsed, the Contractor may use the completed pavement for traffic, including construction traffic. If a modulus of rupture of 600 pounds per square inch (4.2 MPa) has been attained, the Contractor may open the pavement to traffic when 5 days have elapsed. If necessary to open a portion of the pavement in less than 5 days, use high early strength concrete according to 499.03.C and obtain a modulus of rupture of 600 pounds per square inch (4.2 MPa).

A. General. As determined by measurement of cores cut as specified in this section, construct concrete at any point not more than 1/2 inch (13 mm) less than the specified thickness and the average thickness not more than 0.2 inch (5 mm) less than the specified thickness. Core pavement at the direction of the Engineer and at locations the Engineer determines according to Supplement 1064. The Engineer will measure the cores according to AASHTO T 148.

For the purpose of coring, consider the entire pavement area of a specified thickness a unit.

Take one random core for every 2000 square yards (1650 m²) of pavement area or major fraction thereof but not less than 3 cores for any pavement area cored. If a core shows a deficiency in thickness of more than 1/2 inch (13 mm) from the specified thickness, cut additional cores 5 feet (1.5 m), measured longitudinally, on each side of the deficient core. If both these additional cores are not more than the 1/2-inch (13 mm) tolerance, do not cut additional special cores for this particular zone of deficiency. If either or both of these additional cores are more than the 1/2 inch (13 mm) tolerance, establish the longitudinal boundaries of the deficient zone by cutting additional special cores 50 and 100 feet (15 and 30 m), measured longitudinally from the location of the first deficient core and at additional 100-foot (30 m) intervals longitudinally, until pavement thickness within the 1/2-inch (13 mm) tolerance is found in both directions or the end of the pavement is reached. Do not cut additional cores beyond the location of any boring in that lane at which the pavement thickness has been found to be within the 1/2-inch (13 mm) tolerance.

If separately poured pavement consists of two or more traffic lanes and a core shows a thickness deficiency of more than 1/2 inch (13 mm), cut an additional core or cores approximately in the center of the traffic lane or lanes to determine the extent of the zone of deficiency in a direction transverse to the centerline. Where a transverse core or cores are within the 1/2-inch (13 mm) tolerance, limit the zone of deficiency to the traffic lane or lanes found to have deficient thickness. However, where any of the transverse core or cores is outside the 1/2-inch (13 mm) tolerance, include all traffic lanes where the deficiency was found in the zone of deficiency and determine the longitudinal boundaries for each deficient lane according to the this section.

If any core shows a deficiency of more than 1/2 inch (13 mm), calculate the total deduction area as the sum of the areas found to be deficient as determined above. Determine and apply deductions to each separately poured width of pavement.

Regard all thickness measurements that are more than 1/2 inch (13 mm) greater than the specified thickness as the specified thickness plus 1/2 inch (13 mm).

The average thickness of concrete pavement is the mean thickness, in inches (millimeters), of the cores taken from the pavement. However, if a total deduction occurs, use the mean thickness of the two cores limiting the zone of deficiency longitudinally instead of the original core (in the zone) in the average thickness calculation. Disregard the other cores within a zone of deficiency in this calculation.

Unless the Director requests, do not core any widening less than 5 feet (1.5 m) in width or any pavement area less than 2000 square yards (1650 m²).

Fill all core holes with concrete of the same proportions and materials used in the pavement.

B. Price Adjustments. Based on the pavement average thickness payment will be made as specified in Table 451.17-1.

Table 451.17-1 Concrete Pavement Deficiency
Deficiency in Thickness as Determined by Cores	Proportional Part of Contract Price
0.0 to 0.2 inch (0.0 to 5 mm)	100 percent
0.3 to 0.5 inch (6 to 13 mm)	_{Ratio*(Average thickness/ Specified thicknes)}²
Greater than 0.5 inch (13 mm)	None

When the thickness of pavement is deficient by more than 1/2 inch (13 mm) and when the Engineer’s judgment is that the area should not be removed and replaced, the Department will not pay for the area retained.

451.18 Method of Measurement. The Department will measure Reinforced Concrete Pavement by the number of square yards (square meters) completed and accepted in place. The width equals the pavement width shown on the typical cross-section of the plans plus additional widening as the Engineer directs in writing. The Department will field measure the length along the centerline of each roadway or ramp. The Department will determine the area based on the above width and length.

451.19 Basis of Payment. Payment is full compensation for furnishing and placing all materials including reinforcing steel, dowels, and joint materials; for furnishing the 10-foot (3 m) rolling straightedge; and for coring the pavement. For pavement found deficient in thickness, the Department will pay a reduced price according to 451.17.

The Department will not pay extra for pavement with an average thickness in excess of that shown on the plans.

The Department will pay for accepted quantities at the contract price as follows:

Concrete, Class C	499
Joint sealer	705.04
Preformed elastomeric joint sealer	705.11
Preformed filler	705.03
Curing materials	705.05, 705.06, 705.07 Type 2
Tiebar steel, epoxy coated	709.00
Reinforcing steel	709.09, 709.10, 709.12
Dowel bars and basket assemblies	709.13
Expansion shield anchors, Type A	712.01

Item	unit	Description
451	Square Yard (Square Meter)	Reinforced Concrete Pavement