739 – SLURRY POLYMER CONCRETE OVERLAY 700-139 (1) Surface Preparation Equipment.
a.Shot blasting equipment capable of produci ng a surface relief equal to the International Concrete Repair Institute (ICRI) Surface Prepar ation Level 6 to 7 or ASTM E 965 Pavement Macrotexture Depth of 0.04 to 0.08 inch. Fi nal acceptance is based on testing procedures as outlined in KT-70, Part V.
b.Shot/Sand blast equipment capable of pro ducing the required surface relief on the deck adjacent to bridge rails and barriers and ar eas not accessible with shot blast equipment.
c.Empty shot blasters and dispose of waste material a minimum of 50 feet from the prepared bridge deck. On long structures empty shot blas ters on the unprepared surface a minimum of 50 feet from prepared surface to prev ent contamination of the deck by return of dust to the prepared surface.
d.The Engineer must approve the use of scarifiers, scrablers or milling machines.
e.Wet sand blasting is prohibited for final cleanup and preparation.
f.Any surface preparation equipment used must produce a constant uniform surface that can be shot blasted if necessary and prevent ove rrun of the quantities of overlay material.
2.Mechanical Application Equipment.
a.A mixing and distribution system capable of metered mixing and uniform distribution of primer and seal coat unif ormly at the specific rate on 100% of the work area.
b.A polymer mixing and distribu tion system capable of accurate and complete mixing of the polymer resin, hardening agent and aggregates, metered verification of the mix ratio and aggregate proportions and uniform and accurate distribution of the polymer mate rials at the specified rate or thickness on 100% of the work area.
c.A self-propelled aggregate spreader capabl e of uniform and accurate application of the broadcast sand and/or broadcast aggr egate over 100% of the work area.
d.An air compressor capable of producing a sufficient amount of oil free and moisture free compressed air to remove all dust and loose material.
e.Adequate additional hand tools to facilitate the placement of the ove rlay according to this specification and the manufactur er/supplier’s recommendations.
3.Hand Application Equipment.
a.Calibrated containers for accurate m easurement of the po lymer components.
b.Paddle type mixer or other mixing device cap able of accurate and complete mixing of the polymer resin and hardening agent.
c.Notched squeegees and brooms capable of spre ading the polymer material in accordance with this specification and the manufact urer/supplier’s recommendations.
d.Gage rakes or manual/power screeds capab le of placing the overl ay according to this specification and the manufactur er/supplier’s recommendations.
e.Aggregate spreader capable of uniform an d accurate application of the dry aggregate.
f.Adequate additional hand tools to facilitate the placement of the polymer concrete overlay in accordance with this specifica tion and the manufacturer/s upplier’s recommendations.
c.Preparation of Surface.
1.When specified, perform any required repairs under SECTION 731 and cure repairs, before preparation of the surface, unless placed with the overlay.
2.Protect metal deck drains and areas of the curb or railing above the proposed surface from the shot blast.
3.Close deck drains so the overlay materials will not pass through the drains.
4.Remove any remaining contamination of the prepared deck surface or surface of subsequent courses. Sand blast or bush hammer contaminat ed areas to produce an acceptable surface for placement of the overlay.
5.As the final preparation for the placement of the overlay, make a complete cleanup by shot blasting and/or other approved means, followed by an air blast with dry, oil free air or vacuum. Brooming is not acceptable. Remove all pavement marking, loose disintegrated concrete, dirt, paint, oil, asphalt, laitance, carbonation and curing materials from patches and other foreign material from the surface of the deck.
6.Produce a surface relief equal to the International Concrete Repair Institute (ICRI) Surface Preparation Level 6 to 7 or ASTM E 965 Pavement Macrotexture Depth of 0.04 to 0.08 inch.
7.Place the first coat of the overlay within 24 hours of preparing th e deck surface. Prepared surfaces exposed for more than 24 hours must be lightly sand blasted prior to application of the overlay. 739 – SLURRY POLYMER CONCRETE OVERLAY 700-140
d.Placing the Slurry Polymer Concrete Overlay. Place the overlay to the grades, thickness and cross- sections as shown in the Contract Documents. Provide a technical repres entative of the polymer manufacturer/supplier on the job site du ring the placement of the overlay at no ad ditional cost. The representative is to provide technical expertis e to the Contractor and the Engineer regard ing safe handling, placement and curing of the overlay.
1.Visible moisture on the prepared deck at the time of placing the overlay is unacceptable. Identify moisture in the deck by taping a plastic sheet to the deck for a minimum of 2 hours (ASTM D 4263).
2.Rain will not necessarily cont aminate the surface. However, ta ke care so no contamination has occurred. Traffic adjacent to the prepared su rface during a rain will contaminate the surface.
3.Follow all manufacturer/supplier suggested safe ty precautions while mixing and handling polymer components.
4.Apply High Molecular Weight Methacrylate Primer and broadcast sand at application rates shown in TABLE 739-1 or as directed by the ma terials manufacturer/supplier.
5.Use gage rakes or mechanical a pplication equipment to place the prep ared slurry polymer concrete on the deck uniformly at the prescribed ra te. Primers may require a cure time, subsection 739.3g .
6.If mechanical application equi pment is used, take 2 ounce samples for each 100 gallons of resin placed to verify resin and hardener mix ratio s and curing times. Place samples on the bridge rail or deck and note time to cure.
7.The bridge deck and all polymer and ag gregate components must be at least 60 F at the time of application.
8.Apply dry broadcast sand or broadcast aggregate, when required, to cover the polymer uniformly and completely within 10 minutes of application.
9.Vacuum or broom excess sand/a ggregate from the primer, the ov erlay and/or seal coats after sufficiently cured. If damage or tearing occurs, stop brooming or vacuuming and allow additional curing time. See subsection 739.3g. for curing guidelines.
10.Recoat areas of primer, the over lay and/or seal coat that do not r eceive enough sand/aggregate before gelling of the polymer with additional polymer and sand/aggregate.
11.Locate any longitudinal joints along lane lines, or as approved by the Engineer . Keep the joints clear of wheel paths as much as practical.
12.Produce and place the overlay w ithin the specified limits in a c ontinuous and uniform operation.
13.Correct completed surface variations exceeding ⅛ inch in 10 feet unless directed otherwise by the Engineer.
14.Tape all construction joints to provide a clean st raight edge for adjacent po lymer concrete placement. This includes joints between previously pl aced overlay material s and at centerline.
15.Finish the exposed edges at the ends of the bridge and at expansion joints to minimize bridge deck roughness.
16.Apply a bond breaker to all expansion joints.
e.Face of Curbs, Barriers , and Corral Rail Posts. Use a paintbrush or roller to apply the polymer resin on the face of curbs, barrier s, and corral rail posts. On bridges with a corral rail, apply the polymer resin to the front face and adjacent sides of all posts. On bridges with curbs, apply the polymer resin to the top of the curb face. On bridges without curbs, apply the polymer resin to the edge of the deck. On bridges with continuous concrete barrier rails, apply the polymer resin to the first break in the geometry of the barrier or a minimum of 6 inches , uniform. Protect areas above the break line (or minimum of 6 inches) from resin. Apply so the top threshold of the resin follows a uniform line along the rail. This work is subsidiary to the bid item Slurry Polymer Concrete Overlay. Apply polymer to the curb or barrier as each of the overlay applications are performed.
f.Application Rates . Place the overlay to the thickness and grad es as shown in the Contract Documents. Place primer, broadcast sand and seal coat (if required) at the appli cation rates shown in TABLE 739-1 . 739 – SLURRY POLYMER CONCRETE OVERLAY 700-141 TABLE 739-1: PRIMER AND SEAL COAT APPLICATION RATE for SLURRY POLYMER CONCRETE OVERLAYS Course Material Rate Broadcast Sand Rate * Primer Not Less Than 0.09 gal./sq yd Not Less Than 0.4 lbs./sq yd Seal (one coat) Not Less Than 0.23 gal./sq yd N/A *Apply enough broadcast sand to cover the pr imer coat uniformly and completely.
g.Curing.
1.Epoxy. Minimum curing times are noted in TABLE 739-2 . TABLE 739-2: EPOXY CURE TIMES for SLURRY POLYMER CONCRETE OVERLAYS Course Average Temperature of Overlay Components, °F
55-59 60-64 65-69 70-74 75-79 80-85 85+
Minimum Cure Time (hours) Primer 5 4 3 2.5 2 1.5 1 Polymer Concrete 6.5 6.5 5 4 3 3 3 Cure the slurry polymer concrete for 8 ho urs if the air temperature falls below 55 F during the curing period before opening to traffic.
2.Polyester. Polyester will be proportioned such that the cure times are between 30 and 120 minutes. Accelerators and inhibitors may be requ ired to achieve proper set times. Proportion all materials as recommended by the material manufacturer/supplier.
3.Methyl Methacrylate. Mini mum curing times are noted in TABLE 739-3 . TABLE 739-3: METHYL METHACRYLATE CURE TIMES for SLURRY POLYMER CONCRETE OVERLAYS Course Ambient Temperature °F
30-40 40-50 50-60 60-70 70-80 80-90
Primer 30 25 22 20 15 10 Polymer Concrete 50 40 35 30 25 20 Seal (one coat) 35 30 25 22 20 15 These times can be adjusted (longer or shorter) by changing the hardener in the mix as recommended by the manufacturer/supplier.
4.Plan and perform the work in such a way as to provide for the minimum curing times specified in this specification or as specified by th e material manufacturer/supplier.
h.Testing. Perform Polymer Concrete Overlay Bond Ev aluation as outlined in KT-70, Part V.
1.Place a polymer concrete test pa tch of not less than 0.5 square yards per lane or planned completed day’s work whichever is smaller. Submit a sequence plan to the Engineer. Test patches shall be full depth, placed by the normal construction sequence. Test patches should be representative of the work being performed.
2.Perform a minimum of 4 pull-off tests on each patch as outlined in KT-70, Part V.
3.Final acceptance will be based on the following re sults of the test outlined in KT-70, Part V: Type 1 – Failure in the concrete at a depth greater than or equal to ¼ inch over more than 50% of the test area for 3 out of 4 tests in the test patch. Type 2 – Failure in the concrete at a depth less than ¼ inch over more than 50% of the test area for 3 out of 4 tests in the test patch. Minimum Tensile Rupture Strength of 250 psi from an average of 3 out of 4 tests on a test patch regardless of depth of failure.
4.If failure in the concrete is at a depth less than ¼ inch and the Minimum Tensile Rupture Strength is less than 250 psi, or the failure in the concrete is less than 50% of the test area, ad ditional surface preparation is necessary. 739 – SLURRY POLYMER CONCRETE OVERLAY 700-142 (5) A failure in the concrete below 250 psi and greater than ¼ inch deep indicates weak concrete, not poor overlay bond. No additional su rface preparation is required.
6.Do not perform tensile adhesion tests when ambient or deck temperatures are above 85°F.
i.Weather Limitations.
1.Epoxy. Do not place the overlay if the ai r temperature is expected to drop below 55 F within 8 hours of placement.
2.Polyester. Do not place any component of the over lay if the air or substrate temperature is at or expected to drop below 40 F during installation.
3.Methyl Methacrylate. Do not place any component of the polymer concrete overlay if the air or substrate temperature is at or expected to drop below 40 F during installation without inclusion of cold temperature additive at the dosage specified by methacrylate manufacturer/supplier’s mixing guide.
4.General. Do not place the overlay wh en the deck temperature will exceed 90 F. Do not place the overlay if gel time is less than 10 minutes. The overlay may be placed outside the specified temperature ranges with the approval of the Engineer and the material manufacturer/supplier. Discuss changes to temperature limitations at the preconstruction conference. Submit changes, including a written statement from the polymer manufacturer/supplier recommending the changes, to the Engineer for approval.
j.Correction of Unbonded or Damaged Areas. Repair new overlay areas discovered to be unbonded by tapping or chaining and areas where the overlay was damaged by the Contractor’s operation. Saw cut the unbonded or damaged areas to the top of the deck surface, remove the overlay with small air t ools (15-pound class maximum) or shot blasting. Aggressively sandblast or shot blast the concrete bridge deck surface at the unbonded area to remove contaminants. Replace the overlay according to standard placement proc edures at no additional compensation. 739.4 MEASUREMENT AND PAYMENT The Engineer will measure slurry polymer concrete ove rlay by the square yard. The Engineer will measure the bridge roadway width and the bridge length from end of wearing surface to end of wearing surface. The Engineer will measure material fo r slurry polymer concrete overlay by the cubic yard according to the following:
1.When approved by District on repair of existing bridges, this pay item will be used to compensate the Contractor for the additional overlay material that will be required to fill the areas greater than the thickness of overlay shown in the Contract Documents. The Contractor is responsible for maintaining adequate quality control of the demolition process to minimize deviations from the plan grades.
2.The Engineer will keep a running account of the volume of overlay material that is produced and delivered to the deck. When approved, the Contractor will be paid, at the set price per cubic yard, for all overlay material in excess of 110% of the theoretical volume to cover the deck area with the thickness of overlay shown in the Contract Documents. Payment for "Slurry Polymer Concrete Overlay" at the contract unit price and "Mat erial for Slurry Polymer Concrete Overlay (Set Price)" at the contract se t price is full compensation for the specified work. 740 – POLYMER CONCRETE OVERLAY REPAIR 700-143 SECTION 740 POLYMER CONCRETE OVERLAY REPAIR 740.1 DESCRIPTION Repair the existing polymer concrete overlay surface. Provide an overall combination of labor and equipment with the ca pability of preparing the surface, proportioning and mixing the polymer co mponents, and placing the polymer ma terial and aggregate in accordance with this specification and the manufacturer/supplier’s recommendations. When specified, construct a single coat polymer co ncrete overlay according to this specification. B I D I T E M S U N I T S Polymer Concrete Overlay Re p a i r S q u a r e Y a r d Single-Layer Polymer Concrete Overlay Square Yard 740.2 MATERIALS
a.Polymer.
1.Provide material that is compatible with the existing polymer concrete overlay material and polymer concrete patch material.
2.Proportion all polymer materials according to the manufacturer/supplier’s recommendations.
3.Provide the Engineer with a copy of the pol ymer materials manufacturer/supplier’s mixing and application recommendations.
b.Epoxy. Provide a Type III epoxy resin as defined in DIVISION 1700 .
c.Polyester. Provide a polyester resin as defined in DIVISION 1700 .
d.Methyl Methacrylate. Provide a methyl methacrylate resin as defined in DIVISION 1700 .
e.Aggregate.
1.Provide FA-C aggregat e meeting requirements of TABLES 1102-5 and 1102-6 , or.
2.As provided by the polymer concrete overlay supplier in a prequalified system, DIVISION 1700 .
3.Provide MA-6 aggregate meeting TABLE 1102-3 .
4.Provide clean dry silica broadcast sand meeting a commercial blast sand 20/40 gradation.
5.The use of broadcast aggregate and/or broadcast sand is determined by the type of polymer system used and the overlay manuf acturer/supplier. 740.3 CONSTRUCTION REQUIREMENTS
a.General. Portland cement concrete patches require a minimum cure period of 28 days before application of the polymer concrete overlay. At the preconstruction conference, discuss the patching material and the corresponding curing period. Submit changes, including a written statement from the polymer manufacturer/supplier recommending changes, to the Engineer for approval.
b.Equipment. Equipment is subject to approval of the Engineer and must comply with these requirements:
1.Surface Preparation Equipment.
a.Shot blasting equipment capable of removing all contaminants from the existing polymer overlay without damaging the overlay surface.
b.Shot/Sand blast equipment capable of removing all contaminants from the repair patches, existing polymer overlay ad jacent to bridge rails and barriers and areas not accessible with shot blast equipment.
c.Empty shot blasters and dispose of waste material a minimum of 50 feet from the prepared bridge deck, on long structures empty shot bl asters on the unprepared surface a minimum of 50 740 – POLYMER CONCRETE OVERLAY REPAIR 700-144 feet from prepared surface to prev ent contamination of the deck by return of dust to the prepared surface.
d.The Engineer must approve the use of sc arifiers, scrablers, or milling machines.
e.Wet sand blasting is prohibited. (f) Do not use hydrodemolition to remove polymer concrete overlay or unsound portland cement concrete.
g.Do not use jack hammers or chipping hammers heav ier than the nominal 15-pound class for removal of the polymer overlay.
2.Mechanical Application Equipment.
a.Polymer mixing and distributio n system capable of accurate and complete mixing of the polymer resin and hardening agent, metered verifi cation of the mix ratio and uniform and accurate distribution of the polymer materials at the specified rate on 100% of the work area.
b.A self-propelled aggregate spreader (if requir ed) capable of uniform and accurate application of the dry aggregate over 100 % of the work area.
c.An air compressor capable of producing a sufficient amount of oil free and moisture free compressed air to remove all dust and loose material.
d.Adequate additional hand tools to facilitate the placement of the polymer concrete overlay in accordance with this specifica tion and the manufacturer/s upplier’s recommendations.
3.Hand Application Equipment.
a.Calibrated containers for accurate m easurement of the po lymer components.
b.Paddle type mixer or other mixing device cap able of accurate and complete mixing of the polymer resin and hardening agent.
c.Notched squeegees and brooms capable of spre ading the polymer material in accordance with this specification and the manufact urer/supplier’s recommendations.
d.Aggregate spreader capable of uniform and accurate appli cation of the dry aggregate.
e.Adequate additional hand tools to facilitate th e placement of the polymer concrete overlay in accordance with this specifica tion and the manufacturer/s upplier’s recommendations.
c.Preparation For Polymer Concrete Overlay Repair.
1.When specified, repair unsound bridge deck concrete according to SECTION 731 and cure repairs prior to performing the polymer concrete overlay repair.
2.Protect metal deck drains and areas of the curb or railing above the proposed surface from the shot blast.
3.Close deck drains so the overlay materials will not pass through the drains.
4.Remove asphalt material and unsound, damaged or de laminated polymer concrete overlay as shown in the Contract Documents and as designated by the Engineer.
5.Saw cut existing polymer concrete overlay to a depth ¼ to ½ inch below the polymer concrete overlay and Portland cement concrete bridge deck interface. Dispose of removed material on sites approved by the Engineer.
6.Removal area should extend a minimum of 6 inches beyond the edges of the unsound, damaged or delaminated polymer concrete overlay or 6 inches beyond patching of the concrete bridge deck.
7.Shot blast/sand blast or bush hammer portland cem ent concrete patch surfaces to produce an acceptable surface for placement of the polymer concrete overlay patc h. Produce a surface relief equal to the International Concrete Repair Institute (ICRI) Surface Preparation Level 6 to 7 or ASTM E 965 Paveme nt Macrotexture Depth of 0.04 to 0.08 inch.
8.As the final preparation for the placement of the polymer concrete overlay patches, make a complete cleanup by shot blasting and/or other approved means, followed by an air blast with dry, oil free air or vacuum. Brooming is not acceptable. Remove all pavement marking, loose disintegrated concrete, dirt, paint, oil, asphalt, laitance carbonation, curing materials and other foreign material from portland cement concrete patches and the surface of the existing polyme r bridge deck overlay.
9.Place the polymer concrete materials within 24 hours of preparing the su rface. Prepar ed surfaces exposed for more than 24 hours must be lightly sand blas ted prior to application of the polymer concrete overlay material. 740 – POLYMER CONCRETE OVERLAY REPAIR 700-145 d. Placing Polymer Concrete Overlay Patches.
1.Visible moisture on the prepared surface at th e time of placing the polymer concrete overlay is unacceptable. Identify moisture in th e surface by taping a plastic sheet to the deck for a minimum of 2 hours (ASTM D 4263).
2.Place the polymer concrete patches in the same ma nner as the single-layer polymer concrete overlay, according to subsection 740.3e .
3.When an overlay is specified, th e polymer concrete overlay patches may be placed when the overlay is placed using polymer overlay material pe r manufacturer/supplier recommendations.
4.Rain will not necessarily contamin ate the surface. However, take ca re so no contamination occurs. Traffic adjacent to the prep ared surface during a rain will contaminate the surface.
e.Placing the Single-Laye r Polymer Concrete Overlay. Place the overlay according to the grades, thickness and cross-sections shown in the Contract Documents. Provide a technical representative of the polymer manufacturer/supplier on the job site du ring the placement of the overlay at no ad ditional cost. The representative is to provide technical expertis e to the Contractor and the Engineer regard ing safe handling, placement and curing of the overlay.
1.Lightly sandblast the existing polymer overlay to remove all contaminants. Do not over blast and damage polymer concrete patches or the existing overlay.
2.As the final preparation for the placement of the po lymer concrete overlay, make a complete cleanup by an air blast with dry, oil free air or vacuum. Brooming is not acceptable. Remove all loose disintegrated concrete, dirt, paint, oil, asphalt, laitance carbonation, curing materials from portland cement concrete patches and other foreign material from the surface of th e existing polymer bridge deck overlay.
3.Follow all manufacturer/supplier suggested sa fety precautions while mixing and handling polymer components.
4.Some overlay systems require the placement of a pol ymer primer coat and/or a polymer seal top coat, with or without broadcast sand or aggregate. In the following requirements, the polymer primer coat and polymer seal top coat will be referenced with the understanding they are system specific. Apply primer, when needed, at the rate prescribed by the manufacturer/s upplier. Place the prepared primer uniformly on the existing polymer concrete overlay with roller, brush, airless spra y or mechanical application equipment.
5.Place the polymer concrete overla y at the application rates shown in TABLE 740-1 . TABLE 740-1: POLYMER CONCRETE OVERLAY APPLICATION RATES Polymer Rate Aggregate Rate * Not Less Than 0.45 gal./sq yd 14.5 lbs./sq yd *Apply enough aggregate to completely cover the polymer.
6.For slurry polymer concrete, place the materi al with a minimum thickness of 0.25 inches.
7.Use notched squeegees, gage rake s or mechanical appli cation equipment to place the prepared polymer on the existing polymer overlay immediatel y and uniformly at the prescribed rate.
8.If mechanical application equi pment is used, take 2 ounce samples for each 100 gallons of resin placed to verify resin and hardener mix ratio s and curing times. Place samples on the bridge rail or deck and note time to cure.
9.The bridge deck and all prepared polymer and aggregate components must be at least 60 F at the time of application.
10.Apply the dry broadcast aggregate if required to cover the prepared polymer uniformly and completely within 10 minutes of application.
11.Recoat areas that do not r eceive enough aggregate before gelli ng of the polymer with additional polymer and aggregate.
12.Locate any longitudinal joints along lane lines, or as approved by the Engineer . Keep the joints clear of wheel paths as much as practical. (13) Produce and place the overlay within the specified limits in a c ontinuous and uniform operation.
14.Correct completed surface variations exceeding ⅛ inch in 10 feet unless directed otherwise by the Engineer.
15.Tape all construction joints to provide a clean straight edge for adjacent po lymer concrete placement. This includes joints between previously placed pol ymer concrete overlay materials and at centerline. 740 – POLYMER CONCRETE OVERLAY REPAIR 700-146 (16) Finish the exposed edges at the ends of the bridge and at expansion joints to minimize bridge deck roughness.
17.Apply a bond breaker to all expansion joints.
18.Vacuum or broom excess aggregat e from the bridge deck after the pol ymer is sufficiently cured. If damage or tearing occurs, stop brooming or vacuuming and allow additional curing time. See subsection 740.3g. for polymer overlay material curing guidelines.
f.Face of Curbs, Barriers , and Corral Rail Posts. Use a paintbrush or roller to apply the polymer resin on the face of curbs, barrier s, and corral rail posts. On bridges with a corral rail, apply the polymer resin to the front face and adjacent sides of all posts. On bridges with curbs apply the polymer resin to the top of the curb face. On bridges without curbs apply the polymer resin to the edge of the deck. On bridges with continuous concrete barrier rails, apply the polymer resin to the first break in the geometry of the barrier or a minimum of 6 inches , uniform. Protect areas above the break line (or minimum of 6 inches) from resin. Apply so the top threshold of the resin follows a uniform line along the rail. This work is subsidiary to the bid item Single-Layer Polymer Concrete Overlay. Apply primer (if required) and polymer to the curb or barrier as each of the overlay applications are performed.
g.Curing. Polymer concrete material curing guidelines.
1.Epoxy. Follow TABLE 740-2 . TABLE 740-2: EPOXY OVERLAY CURE TIMES Average Temperature of Overlay Components, °F
55-59 60-64 65-69 70-74 75-79 80-85 85+
Minimum Cure Time (hours) 6.5 6.5 5 4 3 3 3 Cure the epoxy polymer concrete overlay for a minimum of 8 hours if the air temperature falls below 55 F during the curing period.
2.Methyl Methacrylate. Follow TABLE 740-3 . TABLE 740-3:METHYL M ETHACRYLATE CURE TIMES Course Ambient Temperature °F
30-40 40-50 50-60 60-70 70-80 80-90
Primer 30 25 22 20 15 10 Polymer Overlay 50 40 35 30 25 20 Sealer 35 30 25 22 20 15 Methyl Methacrylate cure times can be adjusted (longer or shorter) by changing the amount of hardener in the mix.
3.Polyester. Proportion polyester such that the cure times are be tween 30 and 120 minutes. Accelerators and inhibitors may be required to achieve proper set time s. Proportion all materials as recommended by the material manufacturer/supplier.
4.Plan and perform the work in such a way as to provide for the minimu m curing times specified.
h.Testing. Polymer Concrete Overlay Bond Evaluation for Portland cement concrete patches, polymer concrete patches and existing polymer concrete ove rlay surfaces as outlined in KT-70, Part V.
1.Place a polymer concrete test pa tch of not less than 0.5 square yards per lane or planned completed day’s work whichever is smaller. Submit a sequence plan to the Engineer. Test patches shall be full depth, placed by the normal construction sequence. Test patches should be representative of the work being performed.
2.Perform a minimum of 4 pull-off tests on each patch as outlined in KT-70, Part V.
Source: Kansas Standard Specifications for State Road and Bridge Construction, 2015 Edition. Pages 470–477 of 978.