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	SECTION 02791
	OUTDOOR RUNNING TRACK SYSTEMS - BASE MAT TYPE
	** NOTE TO SPECIFIER ** BASF Construction Chemicals - Building Systems; synthetic track surfaces, running tracks. This section based on products BASF Construction Chemicals - Building Systems , which is located at: 3166 N. Lincoln Ave. Suite 312 Chicago, IL 60657 Tel: 773-327-0720 Fax: 773-327-0721 Email: request info Web: www.conica.basf.com [ Click Here ] for additional information.
	CONICA Technik, Div. of BASF Construction Chemicals (Europe) AG was formed in 1977 specifically to develop polyurethanes for use in sports surfaces. Since mid-2004 it is known as Division CONICA Technik of Degussa Construction Chemicals (Schweiz) AG. Today, CONICA Technik, Div. of BASF Construction Chemicals (Europe) AG is the worldwide market leader in the production of polyurethane components for indoor and outdoor athletic surfacing. CONICA Technik, Div. of BASF Construction Chemicals (Europe) AG's track systems are recognized throughout the track world as the finest available---over ten track facilities with CONICA Technik, Div. of BASF Construction Chemicals (Europe) AG systems are IAAF Class 1 sites. In the U.S market, CONICA Technik, Div. of BASF Construction Chemicals (Europe) AG sells through an experienced network of installing contractors that offer the full range of CONIPUR track systems. Base mat systems with structural spray coatings or embedded surfaces through full pour systems are all available at competitive pricing. More than 2,500,000 square meters of CONIPUR sports surfacing systems are installed every year worldwide. The business of CONICA Sports Surfaces covers the following product groups: outdoor sports surfaces indoor sports surfaces athletic halls moulding binders playground binders products for artificial turf Whenever you see the name CONICA Technik, Div. of BASF Construction Chemicals (Europe) AG or CONIPUR (our product and surface trade name) you can be assured of getting the highest quality standard available.
	PART 1	GENERAL
	1.1	SECTION INCLUDES
		A.	Synthetic track surfaces.
		B.	Line markings.
	1.2	RELATED SECTIONS
	** NOTE TO SPECIFIER ** Delete any sections below not relevant to this project; add others as required.
		A.	Section 02300 - Earthwork.
		B.	Section 02370 - Erosion and Sediment Control.
		C.	Section 02630 - Storm Drainage.
		D.	Section 02725 - Aggregate Base Course.
		E.	Section 02743 - Bituminous Concrete Pavement.
		F.	Section 02753 - Plain Cement Concrete Pavement.
		G.	Section 02920 - Lawns and Grasses.
		H.	Section 02930 - Exterior Plants.
		I.	Section 13010 - Air Supported Structures.
	1.3	SUBMITTALS
		A.	[ Product Data ]: Submit manufacturer's [ Product Data ] including installation guidelines and maintenance instructions.
		B.	Shop Drawings: Submit Shop Drawings indicating location and color of lane lines, start lines, finish lines, and related markings for Owner to review a minimum of 4 weeks prior to application.
		C.	Samples: Submit 3 representative track Samples in color of surfacing to be installed.
		D.	Test Reports: Submit test reports that verify manufacturer's specifications for products to be installed.
		E.	Additional Documentation:
			1.	Submit documentation that verifies that synthetic surfacing material does not contain toxic or hazardous substance, which exceeds limits set forth by the EPA.
			2.	Submit letter stating that surfacing contractor has reviewed asphalt specifications and accepts specifications as correct. Submit letter from surfacing contractor after checking asphalt and accepting it for synthetic surface installation. Should areas be found that do not meet specifications, repair or replace surfaces prior to synthetic surfacing contractor issuing its letter of acceptance.
			3.	Submit certificate of accuracy from registered engineer or land surveyor stating that track measures specified distance in lanes from start to finish.
			4.	Submit letter from synthetic surfacing material manufacturer stating that surfacing contractor is qualified to install surfacing material manufacturer's synthetic surface system.
			5.	Submit evidence that synthetic surfacing contractor holds necessary contractor's license to install synthetic surfacing.
			6.	Submit evidence that synthetic surfacing contractor is a member of the American Sports Builders Association (ASBA).
			7.	Submit evidence that a member of synthetic surfacing team is a Certified Track Builder (CTB).
	1.4	QUALITY ASSURANCE
		A.	Manufacturer's Qualifications: Company that has produced surfacing materials for not less then 10 years, with not less than 5 similar projects that have been successful use for not less than 5 years.
		B.	Installer Qualifications: Minimum 5 years experience in successful installation of surfacing systems of type specified.
	1.5	DELIVERY, STORAGE, AND HANDLING
		A.	Store products in manufacturer's unopened packaging until ready for installation.
		B.	Store in a weathertight location and protect from damage during delivery storage and handling.
	1.6	WARRANTY
		A.	Provide manufacturer's 5 year written warranty that its products are free from defects in material and workmanship, and that manufacturer agrees to repair or replace items proven to be defective or refund purchase price of item.
			1.	Furnish documents with warranty stating that applied surface materials conform to manufacturer's specifications and that material will not separate from asphalt or concrete base, and will not blister, bubble, fade, crack, or wear excessively during life of warranty.
		B.	Provide manufacturer's 5 year written warranty for line markings.
	1.7	MAINTENANCE
		A.	Schedule annual inspection with Owner and synthetic surfacing contractor and inspect synthetic surface during life of warranty. Repair surfacing as required for warranty issues. For non-warranty items, present method for correction.
	PART 2	PRODUCTS
	2.1	MANUFACTURERS
		A.	Acceptable Manufacturer: BASF Construction Chemicals - Building Systems , which is located at: 3166 N. Lincoln Ave. Suite 312 ; Chicago, IL 60657; Tel: 773-327-0720; Fax: 773-327-0721; Email: request info; Web: www.conica.basf.com
	** NOTE TO SPECIFIER ** Delete one of the following two paragraphs; coordinate with requirements of Division 1 section on product options and substitutions.
		B.	Substitutions: Not permitted.
		C.	Requests for substitutions will be considered in accordance with provisions of Section 01600.
	** NOTE TO SPECIFIER ** Delete the following system if not required.
	2.2	Conipur SW System
		A.	Synthetic Surfacing: 1/2 inch (13 mm) thick, impermeable, sandwich system with paved-in-place rubber granule and polyurethane binder base layer sealed for impermeability and having an embedded EPDM into self-leveling polyurethane coating wear surface.
			1.	Acceptable Product: Conipur SW by CONICA Technik, Div. of BASF Construction Chemicals (Europe) AG.
		B.	Properties:
	** NOTE TO SPECIFIER ** The following technical figures are taken from related test reports and refer to the main products. Depending on substrate and application conditions, or in the case of using alternative products, results may vary.
Physical Property Requirements Water permeability Impermeable Relative abrasion resistance DIN 18035/6 - 1.30 Spike resistance DIN 18035/6 - Class 1 Max. indentation when loaded DIN 18035/6 - 5.70 mm Remaining indentation DIN 18035/6 - 0.45 mm Ball rebound DIN 18035/6 - 99 %
Sliding coefficient:
Dry/leather DIN 18035/6 - 0.70 Wet/leather DIN 18035/6 - 0.63
Standard deformation:
32 degrees F (0 degrees C) DIN 18035/6 - 0.7 mm 68 degrees F (20 degrees C) DIN 18035/6 - 1.0 mm 104 degrees F (40 degrees C) DIN 18035/6 - 1.1 mm
Force reduction:
73 degrees F (23 degrees C) IAAF - 41%
Flammability behavior DIN 51960 - Class 1
Tensile Strength:
Standard climate DIN 50014 - 0.67 N/mm2 Combined climate DIN 53387 - 0.89 N/mm2
Elongation at break:
Standard climate DIN 50014 - 57 % Combined climate DIN 53387 - 60 %
E-Module (combined climate is heat, humidity and UV):
Standard climate DIN 50014 - 2.38 N/mm2 Combined climate DIN 53387 - 2.81 N/mm2
	** NOTE TO SPECIFIER ** Delete the following system if not required.
	2.3	Conipur SP System
		A.	Synthetic Surfacing: 1/2 inch (13 mm) thick, permeable, structural spray system with paved-in-place rubber granule and polyurethane binder base layer finished with structural spray coating of colored polyurethane and EPDM rubber granule mixture sprayed onto base system.
			1.	Acceptable Product: Conipur SP by CONICA Technik, Div. of BASF Construction Chemicals (Europe) AG.
		B.	Properties:
	** NOTE TO SPECIFIER ** The following technical figures are taken from related test reports and refer to the main products. Depending on substrate and application conditions, or in the case of using alternative products, results may vary.
Physical Property Requirements Water permeability Permeable Relative abrasion resistance DIN 18035/6 - 1.30 Spike resistance DIN 18035/6 - Class 1 Max. indentation when loaded DIN 18035/6 - 5.70 mm Remaining indentation DIN 18035/6 - 0.40 mm Ball rebound DIN 18035/6 - 99 %
Sliding coefficient:
Dry/leather DIN 18035/6 - 0.68 Wet/leather DIN 18035/6 - 0.50
Standard deformation:
32 degrees F (0 degrees C) DIN 18035/6 - 0.7 mm 68 degrees F (20 degrees C) DIN 18035/6 - 0.9 mm 104 degrees F (40 degrees C) DIN 18035/6 - 1.0 mm
Force reduction:
73 degrees F (23 degrees C) DIN 18035/6 - 39%
Flammability behavior DIN 51960 - Class 1
Tensile Strength:
Standard climate DIN 50014 - 0.69 N/mm2 Combined climate DIN 53387 - 0.72 N/mm2
Elongation at break:
Standard climate DIN 50014 - 69 % Combined climate DIN 53387 - 72 %
E-Module (combined climate is heat, humidity and UV):
Standard climate DIN 50014 - 2.53 N/mm2 Combined climate DIN 53387 - 2.72 N/mm2
	** NOTE TO SPECIFIER ** Delete the following system if not required.
	2.4	Conipur ESW System
		A.	Synthetic Surfacing: 1/2 inch (13 mm) thick, impermeable, sandwich system with paved-in-place rubber granule and polyurethane binder base layer sealed for impermeability, surface wear layer of EPDM rubber granules encapsulated with coating of colored polyurethane coating, and finish surface sealed with UV-stabilized polyurethane top coat.
			1.	Acceptable Product: Conipur ESW by CONICA Technik, Div. of BASF Construction Chemicals (Europe) AG.
		B.	Properties:
	** NOTE TO SPECIFIER ** The following technical figures are taken from related test reports and refer to the main products. Depending on substrate and application conditions, or in the case of using alternative products, results may vary.
Physical Property Requirements Water permeability Impermeable Relative abrasion resistance DIN 18035/6 - 1.30 Spike resistance DIN 18035/6 - Class 1 Max. indentation when loaded DIN 18035/6 - 5.70 mm Remaining indentation DIN 18035/6 - 0.45 mm Ball rebound DIN 18035/6 - 99 %
Sliding coefficient:
Dry/leather DIN 18035/6 - 0.70 Wet/leather DIN 18035/6 - 0.63
Standard deformation:
32 degrees F (0 degrees C) DIN 18035/6 - 0.7 mm 68 degrees F (20 degrees C) DIN 18035/6 - 1.0 mm 104 degrees F (40 degrees C) DIN 18035/6 - 1.1 mm
Force reduction:
68 degrees F (20 degrees C) DIN 18035/6 - 41%
Flammability behavior DIN 51960 - Class 1
Tensile Strength:
Standard climate DIN 50014 - 0.79 N/mm2 Combined climate DIN 53387 - 0.89 N/mm2
Elongation at break:
Standard climate DIN 50014 - 57 % Combined climate DIN 53387 - 60 %
E-Module (combined climate is heat, humidity and UV):
Standard climate DIN 50014 - 2.38 N/mm2 Combined climate DIN 53387 - 2.81 N/mm2
	** NOTE TO SPECIFIER ** Delete the following system if not required.
	2.5	Conipur ISP System
		A.	Synthetic Surfacing: 1/2 inch (13 mm) thick, impermeable, sandwich system with paved-in-place rubber granule and polyurethane binder base layer sealed for impermeability finished with structural spray coating of colored polyurethane and EPDM rubber granule mixture sprayed onto base system.
			1.	Acceptable Product: Conipur ISP by CONICA Technik, Div. of BASF Construction Chemicals (Europe) AG.
		B.	Properties:
	** NOTE TO SPECIFIER ** The following technical figures are taken from related test reports and refer to the main products. Depending on substrate and application conditions, or in the case of using alternative products, results may vary.
Physical Property Requirements Water permeability Impermeable Spike resistance DIN 18035/6 - Class 1
Sliding coefficient:
Dry/leather DIN 18035/6 - 0.52 Wet/leather DIN 18035/6 - 0.49
Force reduction:
73 degrees F (23 degrees C) DIN 18035/6 - 38%
Flammability behavior DIN 51960 - Class 1 Tensile Strength IAAF - 0.76 N/mm2 Elongation at break IAAF - 61% Modified Vertical Deformation IAAF -1.2
	2.6	COMPONENTS
		A.	Polyurethane Primer: Single-component, designed specifically for use in priming concrete prior to installation of polyurethane coating. Primer is also used for priming cured polyurethane prior to application of new coating, when specified.
			1.	Acceptable Product: Conipur 74.
	** NOTE TO SPECIFIER ** Delete the following if Conipur SW or ESW are not required.
		B.	Polyurethane Coating: 2-component, self-leveling, colored, polyurethane coating (polyol and isocyanate) containing no solvents, TDI, or mercury.
			1.	Mix Ratio by Weight: 100 parts A to 65 parts B.
			2.	Acceptable Product: Conipur 210.
	** NOTE TO SPECIFIER ** Delete the following if Conipur SW or ESW are not required.
		C.	Polyurethane Binder: Single component, 100 percent polyurethane, moisture curing, middle viscosity binding agent based on MDI/TDI, containing less than 0.5 percent of tolylene diisocyanate monomer, with no solvents or extenders (plasticizers).
			1.	Acceptable Product: Conipur 322.
	** NOTE TO SPECIFIER ** Delete the following if Conipur SP is not required.
		D.	Polyurethane Pore Filler: 2-component thixotropic colored polyurethane containing no solvents, TDI, or mercury.
			1.	Acceptable Product: Conipur 203.
	** NOTE TO SPECIFIER ** Delete the following if Conipur SW or ESW are not required.
		E.	Structural Spray Coat: 2-component traditional spray coating that is mixed 1 part Conipur 216 to 2 parts Conipur 322 polyurethane binder by weight.
	** NOTE TO SPECIFIER ** Delete the following paragraph if Conipur SP, ISP, or SW are not required.
		F.	Aliphatic Top Coating: 2-component, high elongation, UV resistant sealer.
			1.	Acceptable Product: Conipur 64 HE.
	** NOTE TO SPECIFIER ** Delete the following paragraph if Conipur ISP, SW or ESW are not required.
		G.	Base Layer Granules: Recycled black SBR rubber, processed and graded to 3/64 inch (1 mm) to 1/8 inch (3 mm) in size, containing less than 4 percent dust.
	** NOTE TO SPECIFIER ** Delete the following paragraph if Conipur SP is not required.
		H.	Base Layer Granules: Recycled black SBR rubber, processed and graded to 3/64 inch (1 mm) to 5/32 inch (4 mm) in size, containing less than 4 percent dust.
		I.	Top Layer Granules: Colored, virgin EPDM rubber granules, processed and graded 1/64 inch (0.5 mm) to 1/16 inch (1.5 mm) in size unless otherwise specified. Provide rubber containing minimum of 20 percent EPDM and approved by resin manufacturer.
			1.	Specific Density: 1.60 plus or minus 0.08, and Shore A hardness of 60.
		J.	Rubber Dust: Residual product made from excess top layer granules in size of 0.0 inch (0.0 mm) to 1/64 inch (0.5 mm).
	2.7	ACCESSORIES
	** NOTE TO SPECIFIER ** Delete the following if line markings are not required.
		A.	Paint: Polyurethane paint formulated for exterior service environments in striping applications in color as specified for line markings.
			1.	Thickness: 12 mils DFT. Multiple coats to achieve thickness as required by paint manufacturer. Prime surface to achieve adhesion characteristics of paint.
	PART 3	EXECUTION
	3.1	EXAMINATION
		A.	Verification of Conditions: Examine areas and conditions under which Work is to be performed and identify conditions detrimental to proper or timely completion.
			1.	Do not proceed until unsatisfactory conditions have been corrected.
			2.	Substrate tolerances:
				a.	Planarity: Not to exceed 1/4 inch (6 mm) in 10 feet (3048 mm), noncumulative.
				b.	Levelness: Not to exceed 0.1 percent in running direction.
			3.	Concrete Curbs: Ensure top elevations of continuous concrete curbs are at constant elevation.
	3.2	PREPARATION
		A.	Protection: Protect surfaces adjacent to track surfacing operations from polyurethane liquids.
		B.	Surface Preparation: Ensure substrate is fully cured, and free from excess surface oils and chemicals that would impair track surface installation.
			1.	Concrete: Moisture content within acceptable limits as directed by manufacturer's technical consultant: Not less than 45 day cure time.
			2.	Asphalt: Volatiles and latent asphalt content within acceptable limits as directed by manufacturer's technical consultant: Not less than 28 day cure time.
		C.	Ensure that asphalt compaction tests indicate compaction of 95 percent or greater. Check asphalt with 10 foot (3048 mm) straightedge in all directions. Repair areas not in conformance or replace with new materials, recompact, and recheck surfaces.
	3.3	INSTALLATION
		A.	General:
			1.	Comply with manufacturer's recommendations.
			2.	Prime areas to be surfaced.
			3.	Make substrate surface repairs and minor planarity corrections with repair compound.
			4.	Install track surface as specified to achieve track surface performance and physical dimensions all within tolerances.
	** NOTE TO SPECIFIER ** Delete the following if Conipur SW is not required.
		B.	Conipur SW Surfaces:
			1.	Priming: Application rate is approximately 0.28 pounds per square yard. Prime only area to be covered within working day to ensure good bond to base.
				a.	Asphalt: Prime asphalt substrates with mixture of polyurethane binder and butyl acetate (1:1 w/w).
				b.	Concrete: Prime concrete substrates with mixture of polyurethane binder and polyurethane primer.
			2.	Base Layer: Base layer consists of mixture of base layer granules mixed in mechanical mixer with polyurethane binder. Mix materials until homogeneous. Mixing ratio is 100 parts granules to 20 parts polyurethane binder. Pave mixture in place using heated mechanical screed paver specially designed for this Work. Apply to depth of approximately 3/8 inch (10 mm) using approximately 15 pounds (6.8 kg) to 16.5 pounds (7.5 kg) of mixed material.
			3.	Seal Coat: Seal base layer by scraping thixotropic mixture of pore filler and rubber dust onto surface to render it impermeable. Inspect sealed surfaces for pinholes prior to further application. Apply at rates recommended by material manufacturer.
			4.	Top Layer: Apply 1 application of double mixed polyurethane coating at approximately 4.6 to 6.4 pounds per square yard (2 to 3 kg/sq. m) on top of base layer with notched squeegee. After material has self-leveled and is still liquid, broadcast top layer granules into surface to excess. After curing (hardening), remove excess granules.
	** NOTE TO SPECIFIER ** Delete the following if Conipur SP is not required.
		C.	Conipur SP Surfaces:
			1.	Priming: Application rate is approximately 0.28 pounds per square yard (0.1 kg). Prime only area to be covered within working day to ensure good bond to base.
				a.	Asphalt: Prime asphalt substrates with mixture of polyurethane binder and butyl acetate (1:1 w/w).
				b.	Concrete: Prime concrete substrates with mixture of polyurethane binder and polyurethane primer.
			2.	Base Layer: Base layer consists of mixture of base layer granules mixed in mechanical mixer with polyurethane binder. Mix materials until homogeneous. Mixing ratio is 100 parts granules to 20 parts polyurethane binder. Pave mixture in place using heated mechanical screed paver specially designed for this Work. Apply to depth of approximately 3/8 inch (10 mm) using approximately 15 pounds (6.8 kg) to 16.5 pounds (7.5 kg) of mixed material.
			3.	Structural Spray Coat: Apply structural spray coat with air and volume controlled spray equipment. Apply spray coats resulting in even surfaces without streaking. Apply second application in opposite direction to first application to achieve uniform finish. Total structural spray application shall be a minimum of 3.6 pounds (1.6 kg) per square yard.
	** NOTE TO SPECIFIER ** Delete the following if Conipur ESW is not required.
		D.	Conipur ESW Surfaces:
			1.	Priming: Application rate is approximately 0.28 pounds per square yard. Prime only area to be covered within working day to ensure good bond to base.
				a.	Asphalt: Prime asphalt substrates with mixture of polyurethane binder and butyl acetate (1:1 w/w).
				b.	Concrete: Prime concrete substrates with mixture of polyurethane binder and polyurethane primer.
			2.	Base Layer: Base layer consists of mixture of base layer granules mixed in mechanical mixer with polyurethane binder. Mix materials until homogeneous. Mixing ratio is 100 parts granules to 20 parts polyurethane binder. Pave mixture in place using heated mechanical screed paver specially designed for this Work. Apply to depth of approximately 3/8 inch (10 mm) using approximately 15 pounds (6.8 kg) to 16.5 pounds (7.5 kg) of mixed material.
			3.	Seal Coat: Seal base layer by scraping thixotropic mixture of pore filler and rubber dust onto surface to render it impermeable. Inspect sealed surfaces for pinholes prior to further application. Apply at rates recommended by material manufacturer.
			4.	Top Layer: Apply multiple-spray application of mixed polyurethane coating and top layer granules, mixed and applied at rates recommended by product manufacturer, to achieve resilient texture finish comprising of dense matrix of encapsulated granules.
			5.	Seal Coat: Spray-apply aliphatic top coating in 2 applications onto exposed top layer. Apply second application in opposite direction to first application to achieve uniform finish.
	** NOTE TO SPECIFIER ** Delete the following if Conipur ISP is not required.
		E.	Conipur ISP Surfaces:
			1.	Priming: Application rate is approximately 0.28 pounds per square yard. Prime only area to be covered within working day to ensure good bond to base.
				a.	Asphalt: Prime asphalt substrates with mixture of polyurethane binder and butyl acetate (1:1 w/w).
				b.	Concrete: Prime concrete substrates with mixture of polyurethane binder and polyurethane primer.
			2.	Base Layer: Base layer consists of mixture of base layer granules mixed in mechanical mixer with polyurethane binder. Mix materials until homogeneous. Mixing ratio is 100 parts granules to 20 parts polyurethane binder. Pave mixture in place using heated mechanical screed paver specially designed for this Work. Apply to depth of approximately 3/8 inch (10 mm) using approximately 15 pounds (6.8 kg) to 16.5 pounds (7.5 kg) of mixed material.
			3.	Seal Coat: Seal base layer by scraping thixotropic mixture of pore filler and rubber dust onto surface to render it impermeable. Inspect sealed surfaces for pinholes prior to further application. Apply at rates recommended by material manufacturer.
			4.	Structural Spray Coat: Apply structural spray coat with air and volume controlled spray equipment. Apply spray coats resulting in even surfaces without streaking. Apply second application in opposite direction to first application to achieve uniform finish. Total structural spray application shall be a minimum of 3.1 to 3.6 pounds (1.4 to 1.6 kg) per square yard.
	3.4	TOLERANCES
		A.	Percent granules: Plus or minus 2 percent.
		B.	Surface Thickness: Minus 0.0 inch (0.0 mm), plus 1/8 inch (3.0 mm).
		C.	Color Deviation: 5 Delta E (hunter) units maximum allowed.
	3.5	SPECIFIC SLOPES
		A.	Track Oval:
			1.	Running Direction: 0.1 percent.
			2.	Lateral Slope: 2.0 percent maximum NFSA, 1.0 percent NCAA and IAAF.
		B.	High Jump (D Area): 1 percent downward towards cross bar.
		C.	Run Ups: Same as oval unless located in high jump (D) area.
	3.6	FIELD QUALITY CONTROL
		A.	Tests: Provide thickness, hardness, and deformation test results performed by an independent laboratory.
			1.	Conduct 60 thickness tests during installation spaced throughout track surface.
			2.	Conduct 5 hardness and deformation tests spaced throughout track surface.
		B.	Certifications: Provide certification by registered surveyor attesting to compliance of areas and dimensions defined by striping meets NCAA requirements for sanctioned events and world record events.
	3.7	CLEANING
		A.	Leave track surface in clean condition with no surface defects.
			1.	Touch-up paint striping once during warranty period.
	3.8	SCHEDULES
		A.	Track Line Striping: Events for marking include:
			1.	World Record Events:
	** NOTE TO SPECIFIER ** Delete distances not required for Project.
				a.	100m.
				b.	200m.
				c.	400m.
				d.	800m.
				e.	1000m.
				f.	1500m.
				g.	1 mile.
				h.	2000m.
				i.	3000m steeplechase.
				j.	100m hurdles.
				k.	110m hurdles.
				l.	400m hurdles (men and women).
				m.	4 by 100m relay.
				n.	4 by 200m relay (completed in lanes).
				o.	4 by 400m relay.
				p.	4 by 800m relay.
				q.	4 by 1500m relay.
			2.	Other events defined by Owner.
			3.	NCAA events.
	END OF SECTION