Loading...
The URL can be used to link to this page
Your browser does not support the video tag.
Royal Oaks-SP110228
APAC Type B and Type D HMAC Royal Oaks AC vs.Hamburg AC vs.Density -o-Number ol Cy tee -0-Rut Copth(mm) 12000- -0 98.5 98 98.07201894 10000 •--486 0.-19866-}886618890 10000 -'D 5 97.5 8000 ,1 97 97.08867815 96.5- 1 5 - 96- 96.02935235 6000- P 95.5• -•2 4000- 94.5• 94.77730829 •-2.5 94- 2000 119-3-6-3 16 -3 93 3 13 -3 --3 93.5 93.89009446 93 0 -3.5 0.00 1.00 2.00 3.00 4.00 5.00 6.00 0.00 1.00 2.00 3.00 4.00 5.00 6.00 Asphalt Content(%) Asphalt Content(%) AC vs.VMA AC vs.Ga 14 - - I 2.430 13.9- 13.8855747$ 2.425 2.425 13.8• 2.420- 7419 2.415 13.7- g 13.64652895 2.410- > 13'8- 3 2.405 13.5- al $a149577 2.400 2.398 13.4- 2.395 13.37795267 13.3 2.390- 2.389 0.00 1.00 2.00 3.00 4.00 5.00 6.00 2.385 0.00 1.00 2.00 3.00 4.00 5.00 Asphalt Content(%) 6.00 Asphalt Content(%) AC vs.ITS AC vs.Rice Gravity 160 2.525- . 140 136.5 120 - 2.52 2.52 r.,-.- 100 - �, 2.515- g. 80- @ 2.513 t 2.51 60 - 2.505- 40 20- 2.5- 2.499 0 - • '_ ........ 2.495 0.00 1.00 2.00 3.00 4.00 5.00 6.00 0.00 1.00 2.00 3.00 4.00 5.00 Asphalt Content(%) Asphalt Content(%) .__:....74- TEXAS DEPARTMENT OF TRANSPORTATION HMACP MIXTURE DESIGN:COMBINED GRADATION Refresh Workbook Fh Whilst 06124/09 152020 SAMPLE ID:HOBO2APC640903 SAMPLE DATE:2/28/11 LOT NUMBER: LETTING DATE: SAMPLE STATUS: CONTROLUNG CSJ: COUNTY'.TARRANT SPEC YEAR 2004 SAMPLED BY: SPEC ITEM: SAMPLE LOCATION! SPECIAL PROVISION:340-003 MATERIAL CODE: MIX TYPE:ITEM341_B_Fine_Base . MATERIAL NAME HOT MIX PRODUCER:APAC-Texas Inc. AREA ENGINEER 1 PROJECT MANAGER] 1 COURSEkLIFTIBase 1 STATION: T DIST.FROM CL.1 1 CONTRACTOR DESIGN 8 1 14.1757-09 1 BIN FRACTIONS ■ . Bin No.1 Bin No.2 BM No.3 Bin No.4 Bin No.5 Bin No.6 Bin No.7 1 . Aggregate Source RAP n ; Hanson Henson Dickey Caw . . • Aggregate Pit: RAP ,HE Ptsch-ifil Pordv4I S1 Loh Worth,TX 1 ' , Aggregate Number RAP 0224901 0224901 12224001 Sand 1 . Sample ID. RAP Type B Type 0 Semarang* Sand Combined Gladden Recycled Material? Yes .... . Asphatt5f.',..-ir-i i • : - : . . . 1 Total Eh ' • ' i Indlykkaal D10(Ys); 30.0 = 27.0 = 15.0 = 20.0 = 8.0 =111.=111.111=1000% sp`'''''.,,„, 5uPr Restrrave i Zane mg z g 63,1 Ei Sieve Size: Lower Upper Passing - Passing --%' Phsing T7' Passing 74.rn- Passing 7,;:- Passing 7,:" Passing 7,-,- Passam SPees:":''''1 LIPP.'I Soccb E tr.=, . % 1-1/2" 100.0 30.0 100.0 27.0 100.0 15.0 100.0 20.0 100.0 8.0 -Joao 100.0 100.0 Yes • :. , i i 0.0 ao 1-1/2" 1" 100.0 30.0 93.6 25.3 100.0 15.0 100.0 20.0 100.0 8.0 98.3 98.0 100_0 Yes r 1.7 17 1" 314" 100.0 30.0 77.6 21.0 100.0 15.0100.0 20.0 10a0 e.0 • 940 84.0 98.0 Yes. t 1 4_4 6.0 3/4" 318" 94.8 28.4 25.8 7.0 94.0 14.1 100.0 20.0 100.0 80 77.5 60.0 80_0 Yes' i. ' 16.4 22.5 3/8- No.4 66.3 19.9 5.2 1.4 35.0 5.3 98.8 19.8 100.0 8.0 542 40.0 600 Yes' ' 232 45.7 No 4 No.6 419 13.2 1.9 0.5 2.0 0.3 71.9 14.4_ 99.9 8.0 364 29.0 430 Yes 17.9 616 No 8 .. , . Na.30 27.0 8.1 1.3 OA 2.0 0.3 27.0 5.4 99,7 8.0 221 13.0 28.0 Yes. I ; ; 142 77.9 No 30 No 50 19.0 5.7 1.2 0.3 2.0 0.3 12.8 2.6 94.0 7.5 164 6.0 20.0 Yes 1 : ! 5.7 eae No 50 No 200 18 1.1 as 02 1.3 0.2 15 07 42 02 25 20 70 Yes: : : : 139 97.5 No 200 ■ i ' : 1 i i ' . : : ' • i ! : . . . . . . . . . . . . . „. . . . . . . #Not waren speciecations #Not emulative Lift Thickness,in1 I . . 1 Asphalt Source 8 GradelValera PG 64-22,Ardmore,OK 1 Binder Percent,(%)1 4.0 1 Asphalt Spec,Growl 1.014 . , • : I Antistripping AgentlAKZO NOBEL Kling Beta 2550 HM 1 Percent,(%)] 11 Remarks: Designed By Matthew Cooley Level II Ceti No 842 j Test Method Tested Br- Tasted Dale 1207 X TX226 TX227 TX235 TX242 TX530 Test Stamp Code Caret Test Completed Dale. Reviewed Br I I 1 I Locked By: TrIDOT: Dectiet Area; I I I 1 Authorized Br. Adducted Date: I I Combined Gradation Page 1 of 1 2/28/2011 TEXAS DEPARTMENT OF TRANSPORTATION HMACP MIXTURE DESIGN:MATERIAL PROPERTIES Fee Version:0524/a9 152025 SAMPLE ID:H0802APC640903 SAMPLE DATE:2/28/11 LOT NUMBER: LETTING DATE: SAMPLE STATUS: CONTROLLING CSJ: COUNTY:TARRANT SPEC YEAR:2004 SAMPLED BY: SPEC ITEM: SAMPLE LOCATION: SPECIAL PROVISION:340-003 MATERIAL CODE: MIX TYPE:ITEM341 8 Fine_Base MATERIAL NAME:HOT MIX _ -- PRODUCER:APAC-Texas Inc. AREA ENGINEER: I PROJECTMANAGER:I I COURSEWFT:lBase I STATION:l I DIST.FROM CL:j I CONTRACTOR DESIGN 8:1 14-1757-09 I BIn No.1 1 Bin Not I Bin No.3 1 Bin No.4 { Bin No.5 Bin No.6 Individual Bin(%) BIn No.1=30% - Bin Not o 27% BIn No.3=15% Bin No.4= %2b Bin No.5=8% ---- - Bin No.7 Aggregale Source: RAP Hanson Aggregate Number: RAP Hanson Hanson Dickey cart 0224901 0224901 0224901 Sand Sample ID: RAP r 8 Type Typo 0 Screenings Sand Test Name sheWweer Test Spec. Spec. Test Template Melry� Min� Limit Result Sample ID Result Sample ID Result Sample ID Result Sample ID Result Sample ID Result Sample ID Result Sample ID Stockpile BIn No.1 Bin No.2 Bin No.3 Bin No.4 --- BIn No.5 Bin No.6 Bin No.7 Decantation Tx217 Tex-217-F Max. 1.5 0.80 RAP 0.30 Type B 0.40 Type D -- -_ Deleterious Marl Tx217 Tex-217-F Max. 1.5 0.00 RAP 0.00 Type B 0.00 Type D S Aggregate Tex438-A, Surface urfa Classification Tx4AgClas Tex-612-J Min. B B Type B B Type D B Screenings Magnesium Sulfate Soundness Tx411M Tex-411-A Max. 30 8.00 Type B 8.00 Type 0 8.00 Screenings LA Abrasion Tx410 Tex-410-A Max 40 26.00 Type 8 26.00 Type D 26.00 Screenings Crushed Faces Count Tx460 Tex-460-A Min. 65 100.00 Type B 100.00 Type D Flat 8 Elongated Tx280 Tex-280.F Max. 10 0.00 Type B 0.00 Type 0 Fine Agg .ate ---- BIn No.1 Bin No.2 BIn No.3 -- _-- ° Bln NoA Bin No.5 .- _... BIn No.6 Bin No.7 Bar Linear Shrinkage Tx107 Tex-107-E Max. 3 0.00 Screenings 0.00 Sand Methylene Blue AASHTO Max. _ ( Ii T330 1 I Combined Aggregate BIn No.1 Bin No.2 Bln No-7 111 _ -- -' - - - E I Bin No.4 I Bin No.5 Bin No.6 Bin No.7 Sand Equivalent 9 Tx203 I Tex-203-F I Min. 45 JJJ� 82.00-___1 I Cw I nbined I I I W � I ° User Defined Testn• Bin No.1 Bin No.2 BIn No.3 Bin No.4 BIn No.5 Bin No.6 Bin No.7 Use this area to - -- aver any ten methods, 2 spotiarxalions d test metal Mat apply to this materhd(s) but are not not gated Obese. 8 Remarks: TEXAS DEPARTMENT OF TRANSPORTATION HMACP MIXTURE DESIGN : Aggregate Classification File Version:08/24/09 15:20:28 SAMPLE ID: HOBO2APC640903 SAMPLE DATE: 2/28/11 LOT NUMBER: LETTING DATE: SAMPLE STATUS: CONTROLLING CSJ: COUNTY: TARRANT SPEC YEAR: 2004 SAMPLED BY: SPEC ITEM: SAMPLE LOCATION: SPECIAL PROVISION: 340-003 MATERIAL CODE: MIX TYPE: ITEM341 B_Fine Base MATERIAL NAME: HOT MIX _ PRODUCER: APAC-Texas Inc. AREA ENGINEER: 1 PROJECT MANAGER: COURSEILIFT:JBase I STATION:/ I DIST. FROM CL:I I CONTRACTOR DESIGN#: I 14-1757-09 1 Aggregate Classification Bin No.1 I Bin No.2 I Bin No.3 I Bin No.4 I Bin No.5 I Bin No.6 I Bin No.7 Individual Bin(%): Bin No.1 =30% Bin No.2=27% Bin No.3=15% Bin No.4=20% Bin No.5=8% Aggregate Source: RAP Hanson Hanson Hanson Dickey Carr Aggregate Number: RAP 0224901 0224901 0224901 Sand Class(A)Rock(Y/N): Sieve Size: Individual ReL,% Individual Ret,% Individual Ret, % Individual Ret,% Individual Ret,% Individual Ret.,% Individual Ret,% Passing Retained 1-1/2" 0.0 0.0 0.0 0.0 0.0 1-1/2" 1" 0.0 1.7 0.0 0.0 0.0 1" 3/4" 0.0 4.4 0.0 0.0 0.0 3/4" 3/8" 1.6 14.0 0.9 0.0 0.0 3/8" No.4 8.6 5.6 8.9 0.2 0.0 No.4 No.8 6.7 0.9 5.0 5.4 0.0 No.8 No.30 5.1 0.2 0.0 9.0 0.0 No.30 No.50 2.4 0.0 0.0 2.8 0.5 No.50 No.200 4.6 0.2 0.1 1.9 7.2 No.200 Pan 1.1 0.2 0.2 0.7 0.3 I Percent of plus No Total:, 10.11 25.6 I 15.0 9.8 ( 20.0 0.2 I 0.0 Percent of plus No.4 from class(A)Rock: 0.0 Total Percent of plus No.4 45.7 Percent of plus No.4 from class(A)Rock: 0.0 Remarks: TEXAS DEPARTMENT OF TRANSPORTATION HMACP MIXTURE DESIGN:WEIGH UP SHEET File Version 08Q4/09 75:2028 SAMPLE ID:H0802APC640903 SAMPLE DATE:2/28/11 LOT NUMBER: LETTING DATE: SAMPLE STATUS: CONTROLLING CSJ: COUNTY:TARRANT SPEC YEAR:2004 SAMPLED BY: SPEC ITEM: SAMPLE LOCATION: SPECIAL PROVISION:340-003 MATERIAL CODE: MIX TYPE:ITEM341_B_Fine_Base MATERIAL NAME:HOT MIX PRODUCER:APAC-Texas Inc. AREA ENGINEER: I PROJECT MANAGER:I I COURSEILIFT:IBase I STATION:I I DIST.FROM CLI I CONTRACTOR DESIGN#:I 14-1757-09 1 Aggregate Weight.g: 6,000.0 i 4%Asphalt by Weight of Aggregate,g 250.0 4%Asphalt by Weight of eiggr,g: 250.0 Less Asphalt by Weight of RAP Aggregate,g: 90,8 I Total Weight g: 6250.0 (Valero PG 64-22,Ardmore,OK)Asphalt to Add,g: 159.2 Bin No.1 Bin Not Bin No.3 Bin No.4 Bin No.5 -._. 0.0 Individual Bin(%): Bin No.1=30% Bin No.2=27% Bin No.3=15% Bin No.4=20% Bin No.5=8% Bin No.6 Bin No.7 Aggregate Source: RAP Hanson Hanson Aggregate Number. RAP Hanson Dickey Carr 0224901 0224901 0724907 Sand Sample ID: RAP TYPe 8 Type D Screaz4ngs Sand - a' Total c Passing Retained RAP Weight Aggregate Weight Aggregate Weight Aggregate v $ Sieve Size: weights 5 g Weight Aggregate Weight g U a "" 1-1/2" 0.0 0.0 0.0 0 0.0 0.0 0.0 0.0 0.0 1-1/2",,.,. 1" 0.0 100.4 0.0 0.0 0.0 1" 3/4" 0.0 262.4 0.0 100.4 1.6 1.6 0.0 0.0 262.4 4.3 6.0 3/4" 3/8" 98.3 839.2 54.0 0.0 0.0 991.5 16.3 222 318" No.4 538.9 333.7 531.0 14.4 0.0 ' O No.4 No.8 423.5 53.5 297.0 322.8 0.5 1,418.0 23.3 45.5 o No.B No.30 319.5 9.7 0.0 538.8 1.0 1,097.3 18.0 63.5 Z No.30 No.50 151.3 1.6 869.0 14.3 77.8 0.0 170.4 27.4 350.6 5.8 83.6 No.50 No.200 287.4 9.7 6.3 111.6 430.6 No.200 Pan 71.8 9.7 11.7 42.0 20.6 845.6 13.9 97.4 155.9 2 6 100.0 I Totals I 1,890.8 I 1,820.0 I 900 0 I 1,200.0 I 480.0 Running 6,090.8 Irrf+rd'udrx aian Total: 1-1/2' 0.0 1,890.8 3,510.8 4.410.8 5,610.8 1-1/2" 1" 0.0 1,991.2 3,510.8 4,410.8 5,610.8 0.0 1" 3/4" 0.0 2,253.6 3,510.8 4,410.8 5,610.8 100.4 W 3/4" 3/8" 98.3 3,092.8 3,564.8 4,410.8 5,610.8 362.9 1,354.4 P. 3/8" No.4 637.2 3,426.5 4,095.8 4,425.2 5,610.8 No.4 No.8 1,060.7 3,480.0 4,392.8 4,748.0 5,811.2 2,772.3 * No.8 No.30 1,380.3 3,489.7 4,392.8 5,286.8 5,612.2 3,869.6 0 No 30 No.50 1,531.5 3,491.3 4,392.8 5,457.2 5,639.8 4,738.6 5,934.8 No.50 No.200 1.818.9 3,501.0 4,399.1 5,568.8 6,070.1 No.200 Pan 1,890.8 3,510.8 4,410.8 5,610.8 6,090 8 6,090.8 6,090.8 Remarks: I TEXAS DEPARTMENT OF TRANSPORTATION HMACP MIXTURE DESIGN:WEIGH UP SHEET FOR BLANK SAMPLES SAMPLE ID: HOBO2APC640903 SAMPLE DATE: 2/28/11 LOT NUMBER: LETTING DATE: SAMPLE STATUS: CONTROLLING CSJ: COUNTY:TARRANT SPEC YEAR:2004 SAMPLED BY: SPEC ITEM: SAMPLE LOCATION: SPECIAL PROVISION: 340-003 MATERIAL CODE: MIX TYPE: ITEM341_B_Fine_Base MATERIAL NAME: HOT MIX PRODUCER:APAC-Texas Inc. AREA ENGINEER:_ I PROJECT MANAGER:I COURSE1LIFT:I Base I STATION:I I DIST.FROM CL:! I CONTRACTOR DESIGN*: I 14-1757-09 I Blank Sample Weight,g:I 1,400.0 Bin No.1 Bin No.2 Bin No.3 Bin No.4 Bin No.5 Bin No.6 Bin No.7 Individual Bin(%): Bin No.1 =30% Bin No.2=27% Bin No.3=15% Bin No.4=20% Bin No.5=8% Aggregate Source: RAP Hanson Hanson Hanson Dickey Carr Aggregate Number: RAP 0224901 0224901 0224901 Sand e a)e Sample ID: RAP Type 8 Type 0 Screenings Sand -Fa 7'0 -•-•Mr T ,., , , , , , - ' otal Do Not Add '-- - ' Sieve Size: re :, 1 T7a Recycled Materials Aggregate Weight Aggregate Weight Aggregate Weight Aggregate Weight Weights c ?= ,• CC Passing Retained to'Blank'Samples M 0 . 0.0 0.0 0.0 0.0 0.0 0.0 0.0 1-1/2° 1" -' 33.5 0.0 0.0 0.0 33.5 2.4 2.4 1" 3/4" ' - , 87.5 0.0 0.0 0.0 87.5 6.2 8.6 3/4" 3/8° 279.7 18.0 0.0 0.0 297.7 21.3 29.9 , < 111.2 177.0 4.8 0.0 293.0 20.9 50.8 m a No.4 No.8 - 17.8 99.0 107.6 0.2 224.6 16.0 85.9 5 No,8 No.30 - ' - 3.2 0.0 179.6 0.3 183.2 131 80.0 No.30 No.50 - 0.5 0.0 56.8 9.1 66.5 4 7 84.7 No.50 No.200 .. 3.2 2.1 37.2 143.5 186.1 133 98.0 No.200 Pan ....._____...___..___.,......., 3.2 3.9 14.0 6.9 28.0 2 0 100.0 I . ...• . .. . •..... L Totals I 160.0 I sac.° I 300.0 I 400.0 - y . Running Total: 0.0 540.0 840.0 1,240.0 0.0 33.5 540.0 840.0 1,240.0 33.5 1" 3/4" ' 121.0 540.0 840.0 1,240.0 121.0 lif > 3/4" 3/8° - 400.7 558.0 840.0 1,240.0 418.7 iz 3/8" No.4 511.9 735.0 844.8 1,240.0 711.7 5 No.4 No.8 529.7 834.0 952.4 1,240.2 936.3 m ., . 2 No.8 No.30 533.0 834.0 1,132.0 1,240.5 1,119.5 8 No.30 No.50 533.5 834.0 1,188.8 1,249.6 1,185.9 No.50 No.200 536.8 836.1 1,226.0 1,393.1 1,372,0 No 200 . Pan , ..., , ., 540.0 840.0 1,240.0 1,400.0 1,400.0 .., TEXAS DEPARTMENT OF TRANSPORTATION HMACP MIXTURE DESIGN : BULK GRAVITY File Version.08/24/09 15:20:28 SAMPLE ID: HOBO2APC640903 SAMPLE DATE: 2/28/11 LOT NUMBER: LETTING DATE: SAMPLE STATUS: CONTROLLING CSJ: COUNTY: TARRANT SPEC YEAR: 2004 SAMPLED BY: SPEC ITEM: SAMPLE LOCATION: SPECIAL PROVISION: 340-003 MATERIAL CODE: MIX TYPE: ITEM341 B Fine Base MATERIAL NAME: HOT MIX PRODUCER: APAC-Texas Inc. AREA ENGINEER: PROJECT MANAGER:1 I COURSEILIFT:lBase STATION:I f DIST.FROM CL: 'CONTRACTOR DESIGN#1 14-17 Bin No.1 Bin No.2 Bin No.3 Bin No.4 Bin No.5 Bin No.6 Bin No.7 Individual Bin(%): Bin No.1 =30% Bin No.2=27% Bin No.3= 15% Bin No.4=20% Bin No.5=8% Aggregate Source: RAP Hanson Hanson Hanson Dickey Can Aggregate Number. RAP 0224901 0224901 0224901 Sand Sample ID: RAP Type B Type D Screenings Sand Sieve Size: Individual Individual I dual Individual Individual Individual Individual SG Bulk SG Bulk SG Bulk SG Bulk Bulk SG Bulk SG Passing Retained RBI., R ReL Re Ret..% ReL.% 1-1/2" 1-1/2" 1" 6.2 2.679 1" 3/4" 16.2 2.679 3/4" 3/8" 5.2 2.535 51.8 2.679 6.0 2.665 3/8" No.4 28.5 2.535 20.6 2.668 59.0 2.665 1.2 2.649 No.4 No.8 22.4 2.535 3.3 2.668 33.0 2.665 26.9 2.649 0.1 2.625 No.8 No. 30 16.9 2.535 0.6 2.668 2.665 44.9 2.649 0.2 2.625 No.30 No.50 8.0 2.535 0.1 2.668 2.665 14.2 2.649 5.7 2.625 No.50 No.200 15.2 2.535 _ 0.6 2.668 0.7 2.665 9.3 2.649 89.7 2.625 No.200 Pan 3.8 2.535 0.6 2.668 1.3 2.665 3.5 2.649 4.3 2.641 • Totals C 1 100.0 2.535 100.0 2.676 100.0 2.665 100.0 2.649 100.0 2.626 Combined Bulk Specific Gravity: 2.621 J Specific Gravity of Asphalt:I 1.014 Coarse Agg.Combined BSG: Remarks: TEXAS DEPARTMENT OF TRANSPORTATION HMACP MIXTURE DESIGN :SUMMARY SHEET File Version:08124/0915-2028 SAMPLE ID: HOBO2APC640903 SAMPLE DATE:2/28/11 LOT NUMBER: LETTING DATE: SAMPLE STATUS: CONTROLLING CSJ: COUNTY:TARRANT SPEC YEAR:2004 SAMPLED BY: SPEC ITEM: SAMPLE LOCATION: SPECIAL PROVISION:340-003 MATERIAL CODE: MIX TYPE:ITEM341_B Fine Base MATERIAL NAME:HOT MIX PRODUCER:APAC-Texas Inc. AREA ENGINEER: l PROJECT MANAGER:( COURSEILIFT:IBase J STATION:I I DIST.FROM CL:1 (CONTRACTOR DESIGN#1 14-1757-09 J Target Density,%: 96.0 Number of Gyrations: I f Mixture Evaluation©Optimum Asphalt Content TEST SPECIMENS Hamburg Wheel Tracking Test Asphalt Content Specific Gravity Of Maximum Specific Effective Gravit Th e°_M ax' Indirect Tensile Overlay Tester Y Density from Gl (%) Specimen(Ga) Gravity(Gr) (Ge) Specific Gravity (Percent) VMA(Percent) Strength(psi) Number of cycles Rut depth(mm) Min.Number of (Gt) Cycles 3.0 2.389 2.550 93.7 13.4 3.5 2398 2.520 2.663 2.530 94.8 13.5 4.0 2.411 2.513 2.678 2.511 96.0 13.5 136.5 10,000 3 4.5 2.419 2.499 2.684 2.492 97.1 13.6 5.0 2.425 2.473 98.1 13.9 Effective Specific Gravityl 2.675 Estimated Percent of Stripping,%1 I Optimum Asphalt Content h 4.0 II Ir __ VMA©Optimum AC1 13.5 • Interpolated Values Specific Gravity(Ga): 2.411 Max.Specific Gravity(Gr): 2.513 Theo.Max.Specific Gravity(Gt): 2.511 Remarks: I -''''' Power 45 Curve 7 +® - '' Maximum Dens Line - , Y Lower Specification Limits -- • Upper Specification Limits ,. 100 , P ;Y ,. . 77.506 . 75 / . 65 — - Du . c / a 55 54.304 as a. . c f u 45 i. n 35 - V • Q� 25 - . f AVM 15 • 16 404 e v7.14 / • 2.541 I. _ -5 Sieve Size m a