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I el <br /> WM <br /> Ts I TESTING SERVICES,INC. FS`J <br /> 817 SHOWALTER AVE.•P.O.BOX 2041 <br /> DALTON.GEORGIA 30722-2041 <br /> IPHONE:(706)226-1400•FAX:(706)226-6118 <br /> N CLIENT: ACT Global Sports REPORT NUMBER: 51927H <br /> 197 Boling Industrial Way LAB TEST NUMBER: 2321-8064 <br /> Calhoun,GA 30701 DATE: May 20,2011 <br /> • <br /> Test Material: <br /> • <br /> I Turf ID Infill <br /> Blend(FB Ultra+MN Ultra) 15 Ibs/ft2 SBR Ambient Rubber mixed with 1.5 Ibs/ft2 Silica Sand <br /> 1 Test Scope: This test method determines rainfall drainage capacity(permeability)of submitted turf with the <br /> above listed infill. <br /> Test Method: ASTM F1551-03:Standard Test Methods for Comprehensive Characterization of <br /> I Synthetic Turf Playing Surfaces and Materials:Suffix-DIN 18-035,Part 6:Water <br /> Permeability of Synthetic Turf Systems and Permeable Bases <br /> Test Equipment: Tube: 10.75"OD 10.00'ID.8"Length(Beveled) <br /> I Tube Weight: 39lbs <br /> Tube Flow Head: 2 Gallons <br /> Tube Index Mark: 6° <br /> Flange: 9.375"Diameter <br /> ITest Sampling: #of Specimens: (3)11.5"Diameter of Turf and Pad <br /> Pre-Conditioning: 70°F 65%RH for 24 Hours Minimum <br /> I Test Procedure: Three specimens,11.5'diameter were die cut from the turf roll and infilled with the above <br /> listed infill. A specimen was seated by means of mechanical latches to the flange and tube. <br /> Water was pumped into the tube faster than could drain,until the water level was above the <br /> I timing mark of 6'. A stopwatch was activated when the water level reached 6'and terminated <br /> when the water level reached the highest areas of the pile surface. The flow time was <br /> recorded in seconds. This procedure was repeated four passes on each specimen,with the <br /> first pass for system conditioning and not included for calculation. Test date values represent <br /> I drainage rates for the turf with infill only,and do not take into account the percolation <br /> properties of an underlying sub base. <br /> Test Data: <br /> ISpecimen I Water Flow Thru 6"Zone Gallonslminutelyd2 Rainfall Capacity <br /> 1 161.8 Seconds 12.5 38.3 inches/hour <br /> 2 138.4 Seconds 14.6 44.8 inches/hour <br /> 3 140.0 Seconds 14.4 44.3 inches/hour <br /> ITest Summary: _ <br /> ■ Average Rainfall Capacity <br /> ® 42.2 inches/hour <br /> IApproved By: <br /> Erle Miles,Jr.VP <br /> ITesting Services,Inc <br /> I OUR LETTERS AND REPORTS APPLY ONLY TO THE SAMPLE TESTED AND ARE NOT NECESSARILY INDICATIVE OF THE QUALITIES OF APPARENTLY IDENTICAL <br /> OR SIMILAR PRODUCTS, THESE LETTERS AND REPORTS ARE FOR THE USE ONLY OF THE CLIENT TO WHOM THEY ARE ADDRESSED AND THEIR <br /> COMMUNICATION TO ANY OTHERS OR THE USE OF THE NAME TESTING SERVICES,Inc.MUST RECEIVE OUR PRIOR WRITTEN APPROVAL. THE REPORTS AND <br /> LETTERS,AND OUR NAME,OUR SEALS,OR OUR INSIGNIA ARE NOT UNDER ANY CIRCUMSTANCES TO BE USED IN ADVERTISING TO THE GENERAL PUBLIC. <br /> IL ProGrass RFP No. 12-10-03 on corn 90 <br />