TRANS-LETTDATE :11/23/09TO: RESIDENT ENGINEERSAUD CONSULTPROJECT:DOUBLING OF JUMUM - ZAIMAH ROADSUBJECT:AGGREGATES BASE COURSE MIX DESIGN (GRADE I)DEAR SIR,Please find attached is the Aggregate Base Course Mix Design (Grade I)which will be used to the above mentioned project.For your study and approval.Respectfully yours ,Project ManagerSaudi Pan Kingdom (SAPAC)

Tile-1KINGDOM OF SAUDI ARABIAMINISTRY OF TRANSPORTATIONMATERIALS RESEARCHAND TESTING DEPARTMENTAGGREGATES BASE COURSEMIX DESIGN (GRADE I)According to the 1998 general specifications table 3.03-1 part 3 section 3PROJECT:DOUBLING OF JUMUM - ZAIMAH ROADCONSULTANT :SAUD CONSULTCONTRACTOR :SAUDI PAN KINGDOM - SAPACFOR TRAD., INDUS. & CONT. CO. LTD.MAKKAH AL-MUKARRAMAH

Content PageKINGDOM OF SAUDI ARABIAMINISTRY OF TRANSPORTATIONMATERIALS RESEARCHAND TESTING DEPARTMENTAGGREGATES BASE COURSE MIX DESIGNPROJECT :DOUBLING OF JUMUM - ZAIMAH ROADCONSULTANT :SAUD CONSULTCONTRACTOR :SAUDI PAN KINGDOM - SAPACTABLE OF CONTENTSS. No.DESCRIPTIONPAGE NO.1DESIGN DATA122BLENDING OF AGGREGATES343AGGREGATES GRADATION5174MAXIMUM DRY DENSITY18195COMBINED AGGREGATES GRADATION20236SAND EQUIVALENT24257ATTERBERG LIMIT26278CALIFORNIA BEARING RATIO (CBR)28309QUALITY TESTS3110THIN & ELONGATED PIECES3212ABRASION OF COARSE AGGREGATE333413SOUNDNESS OF AGGREGATE35

W.Sht.Disign DataDESIGN DATA

Design DataMINISTRY OF TRANSPORTATIONMATERIALS RESEARCHAND TESTING DEPARTMENTBASE COURSE MIX DESIGN REVIEWAGGREGATES BASE COURSEPROJECT :DOUBLING OF JUMUM - ZAIMAH ROADCONSULTANT :SAUD CONSULTCONTRACTOR :SAUDI PAN KINGDOM - SAPAC"DESIGN DATA"Based on Table 3.03-1 Grading I of MOC 1998 General SpecificationA.Aggregate Quality Tests:RequiredSubmittedSodium Soundness, % (max.)129.425Magnesium Soundness, % (max.)-Abrasion Test, % (max.)4530.9 &24.9Thin and Elongated Pieces, % (max.)86.764Sand Equivalent, % (min.)4553Plastic Limit, % (max.)25N.P.Plasticity Index, % (max.)6N.P.B.Properties of Aggregate Base Course:Modified Proctor ResultMDD, g/cc-2.29OMC, %-7.00Soaked CBR Value, %100127.8Jobmix Formula:Sieve SizeSpec's LimitsCombined GradingJMF ToleranceJMF LimitLab. Trial Mix2.0"1001001001001 1/2"1.0"55-857373 966-82813/4"50-806666 957-75671/2"3/8"No. 430-603939 831-4742.7No. 8No. 4010-251616 412-2017.4No. 2003-1077 4-106.6C.Project Description:(X) New Construction( ) Maintenance( ) OthersLocation:Doubling of Jumum - Zaimah RoadRoad District:MakkahLength:17 KilometersNo. of Lanes:6Width:60Pavement Component Thickness:B.W.C. -5cmA.B.C. SPECS.Agg. Base -30cmC.B.R. Actual%100Subgrade -30cmC.B.R. Actual%130Traffic Classificcation:CategoryHxM/L

43

W.Sht.COVERBLENDING OF AGGREGATES

AGG_BLEND (selected) (5)KINGDOM OF SAUDI ARABIAMINISTRY OF TRANSPORTMATERIALS RESEARCH & TESTING DEPT.CONTRACTOR :CONSULTANT :SAUDI PAN KINGDOM (SAPAC)SAUD CONSULTPROJECT :DOUBLING OF JUMUM - ZAIMAH ROADSTAGE OF WORK :AGGREGATES BASE COARSEDATE OF TESTING9/29/09AGGREGATES BASE COURSEBASED ON M O C MRDTM 204GRADATION OF AGGREGATESPERCENTAGE PASSING INDICATED SIEVEMATERIALS2"11/2"1"3/4"1/2"3/8"1/4"# 4# 8# 10# 16# 30# 40# 50# 100# 2002 INCHES AGG.10084.422.72.90.90.70.60.60.50.50.50.40.40.40.40.30 - 3/4" AGG.100100.0100.099.481.670.958.552.742.039.833.225.522.218.713.710.73-5 mm (Crushed Sand)100100.0100.0100.0100.099.699.598.477.071.756.240.134.428.119.214.0BLENDING OF COARSE AGGREGATES2 INCHES AGG.35%35.029.57.91.00.30.20.20.20.20.20.20.10.10.10.10.1100.01001000 - 3/4" AGG.55%55.055.055.054.744.939.032.229.023.121.918.314.012.210.37.55.97364823-5 mm (Crushed Sand)10%10.010.010.010.010.010.010.09.87.77.25.64.03.42.81.91.4665775BLENDED GRADATION10095736655494239312924181613107393147JMF LIMITS100-64 - 8257- 7531- 4712 - 204 - 10161220SPECIFIED TOLERANCE998437410SPECIFICATION LIMITS100-55-8550-80---30-60----10-25--3-10M.E. CONTRACTORM.E. CONSULTANTR.E. CONSULTANT

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AGG_BLEND (selected) (5)

SPECS. LIMITSJMF LIMITSBLENDED GRADATION

AGG_BLEND (selected) (6)KINGDOM OF SAUDI ARABIAMINISTRY OF TRANSPORTMATERIALS RESEARCH & TESTING DEPT.CONTRACTOR :CONSULTANT :SAUDI PAN KINGDOM (SAPAC)SAUD CONSULTPROJECT :DOUBLING OF JUMUM - ZAIMAH ROADSTAGE OF WORK :AGGREGATES BASE COARSEDATE OF TESTING9/29/09AGGREGATES BASE COURSEBASED ON M O C MRDTM 204GRADATION OF AGGREGATESPERCENTAGE PASSING INDICATED SIEVEMATERIALS2"11/2"1"3/4"1/2"3/8"1/4"# 4# 8# 10# 16# 30# 40# 50# 100# 2002 INCHES AGG.10084.422.72.90.90.70.60.60.50.50.50.40.40.40.40.30 - 3/4" AGG.100100.0100.099.481.670.958.552.742.039.833.225.522.218.713.710.73-5 mm (Crushed Sand)100100.0100.0100.0100.099.699.598.477.071.756.240.134.428.119.214.0BLENDING OF COARSE AGGREGATES2 INCHES AGG.40%40.033.89.11.20.40.30.20.20.20.20.20.20.20.20.20.1100.01001000 - 3/4" AGG.40%40.040.040.039.832.628.423.421.116.815.913.310.28.97.55.54.36960783-5 mm (Crushed Sand)20%20.020.020.020.020.019.919.919.715.414.311.28.06.95.63.82.8615270BLENDED GRADATION1009469615349444132302518161397413349JMF LIMITS100-60 - 7852- 7033- 4912 - 204 - 10161220SPECIFIED TOLERANCE998437410SPECIFICATION LIMITS100-55-8550-80---30-60----10-25--3-10M.E. CONTRACTORM.E. CONSULTANTR.E. CONSULTANT

1"3/4"# 4# 40# 200+-+-+-+-+-

AGG_BLEND (selected) (6)

SPECS. LIMITSJMF LIMITSBLENDED GRADATION

W.Sht.COVER (2)AGGREGATES GRADATION

1"3/4"# 4# 40# 2002"22"

2" SIEVE AVE.CONTRACTORCONSULTANTSAUDI PAN KINGDOM-(SAPAC)SAUD CONSULTANT% PASSING AVERAGEProject:DOUBLING OF JUMUM - ZAIMAH ROAD(Name )(location )Description2" AGGREGATESCRUSHER :Date Sampled : 02/11/2009( )( )( )(Kind of Material) (Qty represented)(Sampled At) GRADATION 1GRADATION 2GRADATION 3AVERAGE %REMARKSSieve Size% Passing% Passing% Passing3''2 1/2"2 "1001001001001 1/2''83.580.589.384.41 "25.223.020.022.73/4 "3.72.62.52.91/2 "1.20.70.70.93/8 "1.10.60.50.71/4 "1.00.50.50.6No. 4 40.80.40.40.6No. 8 80.70.30.40.5No. 10 100.70.30.40.5No. 16 160.70.30.40.5No. 30 300.60.30.40.4No. 40 400.60.30.40.4No. 50 500.50.30.40.4No. 60 60No. 80 80No. 100 1000.40.30.40.4No. 200 2000.40.30.30.3PanWash Passing No. 200TotalM.E. CONTRACTORM.E. CONSULTANTR.E. CONSULTANT

2"_1CONTRACTORCONSULTANTSAUDI PAN KINGDOM-(SAPAC)SAUD CONSULTANTSIEVE ANALYSIS Project:DOUBLING OF JUMUM - ZAIMAH ROADSAMPLE NO.1 :(Name )(location )Date Sampled : 02/11/2009Description2" AGGREGATEDate Tested : 02/11/2009Sampled By & Designation :(Kind of Material) (Qty represented)(Sampled At)AGGREGATE BASE COURSECRUSHER(Proposed use Spec's )(Original Sourse )Weight of Sample grams: Original g:11942.9 TestedAyaz Ahmad (L.T)(Name & Designation )Oven Dry g:11872.8 ComputedNasser T. Mangotara (M.E)(Name & Designation )Date ()W. O. Dry g:11831.2 CheckedWalid Mohaimer (M.E) Consultant(Name & Designation )M.C. g:Date () % % % %Sieve SizeWt. RetainedCum. Wt. PassingCum. PassingCum. RetainedRetainedSpecificationRemarksGrmsGrms%%%%3''2 1/2"2 "011872.8100.01 1/2''1953.69919.283.51 "8880.02992.825.23/4 "11434.0438.83.71/2 "11730.7142.11.23/8 "11742.1130.71.11/4 "11756.0116.81.0No. 4 411778.094.80.8No. 8 811787.085.80.7No. 10 1011790.082.80.7No. 16 1611795.077.80.7No. 30 3011803.069.80.6No. 40 4011806.066.80.6No. 50 5011811.061.80.5No. 60 60No. 80 80No. 100 10011820.452.40.4No. 200 20011829.043.80.4Pan2.2Wash Passing No. 20041.6Total11872.8M.E. CONTRACTORM.E. CONSULTANTR.E. CONSULTANT

2"_2CONTRACTORCONSULTANTSAUDI PAN KINGDOM-(SAPAC)SAUD CONSULTANTSIEVE ANALYSIS Project:DOUBLING OF JUMUM - ZAIMAH ROADSAMPLE NO.2 :(Name )(location )Date Sampled : 02/11/2009Description2" AGGREGATEDate Tested : 02/11/2009Sampled By & Designation :(Kind of Material) (Qty represented)(Sampled At)AGGREGATE BASE COURSECRUSHER(Proposed use Spec's )(Original Sourse )Weight of Sample grams: Original g:10722.0 TestedAyaz Ahmad (L.T)(Name & Designation )Oven Dry g:10657.3 ComputedNasser T. Mangotara (M.E)(Name & Designation )Date ()W. O. Dry g:10633.8 CheckedWalid Mohaimer (M.E) Consultant(Name & Designation )M.C. g:Date () % % % %Sieve SizeWt. RetainedCum. Wt. PassingCum. PassingCum. RetainedRetainedSpecificationRemarksGrmsGrms%%%%3''2 1/2"2 "010657.3100.01 1/2''2082.08575.380.51 "8210.02447.323.03/4 "10380.0277.32.61/2 "10579.078.30.73/8 "10594.063.30.61/4 "10606.051.30.5No. 4 410610.047.30.4No. 8 810620.037.30.3No. 10 1010621.036.30.3No. 16 1610622.035.30.3No. 30 3010623.034.30.3No. 40 4010624.033.30.3No. 50 5010624.033.30.3No. 60 60No. 80 80No. 100 10010627.030.30.3No. 200 20010630.027.30.3Pan3.8Wash Passing No. 20023.5Total10657.3M.E. CONTRACTORM.E. CONSULTANTR.E. CONSULTANT

2"_3CONTRACTORCONSULTANTSAUDI PAN KINGDOM-(SAPAC)SAUD CONSULTANTSIEVE ANALYSIS Project:DOUBLING OF JUMUM - ZAIMAH ROADSAMPLE NO.3 :(Name )(location )Date Sampled : 02/11/2009Description2" AGGREGATEDate Tested : 02/11/2009Sampled By & Designation :(Kind of Material) (Qty represented)(Sampled At)AGGREGATE BASE COURSECRUSHER(Proposed use Spec's )(Original Sourse )Weight of Sample grams: Original g:9704.0 TestedAyaz Ahmad (L.T)(Name & Designation )Oven Dry g:9649.0 ComputedNasser T. Mangotara (M.E)(Name & Designation )Date ()W. O. Dry g:9620.8 CheckedWalid Mohaimer (M.E) Consultant(Name & Designation )M.C. g:Date () % % % %Sieve SizeWt. RetainedCum. Wt. PassingCum. PassingCum. RetainedRetainedSpecificationRemarksGrmsGrms%%%%3''2 1/2"2 "09649.0100.01 1/2''1033.88615.289.31 "7716.41932.620.03/4 "9407.0242.02.51/2 "9577.072.00.73/8 "9598.051.00.51/4 "9605.044.00.5No. 4 49607.042.00.4No. 8 89609.040.00.4No. 10 109611.038.00.4No. 16 169611.038.00.4No. 30 309612.037.00.4No. 40 409613.036.00.4No. 50 509613.036.00.4No. 60 60No. 80 80No. 100 1009615.034.00.4No. 200 2009617.032.00.3Pan3.8Wash Passing No. 20028.2Total9649M.E. CONTRACTORM.E. CONSULTANTR.E. CONSULTANT

19mm_AVECONTRACTORCONSULTANTSAUDI PAN KINGDOM-(SAPAC)SAUD CONSULTANT% PASSING AVERAGEProject:DOUBLING OF JUMUM - ZAIMAH ROAD(Name )(location )Description0 - 3/4" AGGREGATECRUSHER :11/2/09( )( )( )(Kind of Material) (Qty represented)(Sampled At) GRADATION 1GRADATION 2GRADATION 3AVERAGE %REMARKSSieve Size% Passing% Passing% Passing3''2 1/2"2 "1 1/2''1 "100100100.01003/4 "99.899.099.699.41/2 "83.479.381.981.63/8 "73.367.372.070.91/4"60.154.960.458.5No. 4 453.849.454.852.7No. 8 842.639.144.542.0No. 10 1040.336.942.239.8No. 16 1633.630.735.433.2No. 30 3025.923.627.025.5No. 40 4022.520.523.522.2No. 50 5019.317.519.518.7No. 60 60No. 80 80No. 100 10014.212.914.013.7No. 200 20011.010.111.010.7PanWash Passing No. 200TotalM.E. CONTRACTORM.E. CONSULTANTR.E. CONSULTANT

19 mm_1CONTRACTORCONSULTANTSAUDI PAN KINGDOM-(SAPAC)SAUD CONSULTANTSIEVE ANALYSIS Project:DOUBLING OF JUMUM - ZAIMAH ROADSAMPLE NO.1 :(Name )(location )Date Sampled : 02/11/2009Description0 - 3/4" AGGREGATEDate Tested : 02/11/2009Sampled By & Designation :(Kind of Material) (Qty represented)(Sampled At)AGGREGATE BASE COURSECRUSHER(Proposed use Spec's )(Original Sourse )Weight of Sample grams: Original g:3970.4 TestedAyaz Ahmad (L.T)(Name & Designation )Oven Dry g:3881.3 ComputedNasser T. Mangotara (M.E)(Name & Designation )Date ()W. O. Dry g:3465.4 CheckedWalid Mohaimer (M.E) Consultant(Name & Designation )M.C. g:Date () % % % %Sieve SizeWt. RetainedCum. Wt. PassingCum. PassingCum. RetainedRetainedSpecificationRemarksGrmsGrms%%%%3''2 1/2"2 "1 1/2''1 "03881.3100.03/4 "8.63872.799.81/2 "642.43238.983.43/8 "1034.92846.473.31/4"1548.22333.160.1No. 4 41792.82088.553.8No. 8 82229.61651.742.6No. 10 102317.11564.240.3No. 16 162576.21305.133.6No. 30 302876.71004.625.9No. 40 403006.7874.622.5No. 50 503133.0748.319.3No. 60 60No. 80 80No. 100 1003330.6550.714.2No. 200 2003453.0428.311.0Pan33.7Wash Passing No. 200394.6Total3881.3M.E. CONTRACTORM.E. CONSULTANTR.E. CONSULTANT

19 mm_2CONTRACTORCONSULTANTSAUDI PAN KINGDOM-(SAPAC)SAUD CONSULTANTSIEVE ANALYSIS Project:DOUBLING OF JUMUM - ZAIMAH ROADSAMPLE NO.2 :(Name )(location )Date Sampled : 02/11/2009Description0 - 3/4" AGGREGATEDate Tested : 02/11/2009Sampled By & Designation :(Kind of Material) (Qty represented)(Sampled At)AGGREGATE BASE COURSECRUSHER(Proposed use Spec's )(Original Sourse )Weight of Sample grams: Original g:4603.6 TestedAyaz Ahmad (L.T)(Name & Designation )Oven Dry g:4508.7 ComputedNasser T. Mangotara (M.E)(Name & Designation )Date ()W. O. Dry g:4065.9 CheckedWalid Mohaimer (M.E) Consultant(Name & Designation )M.C. g:Date () % % % %Sieve SizeWt. RetainedCum. Wt. PassingCum. PassingCum. RetainedRetainedSpecificationRemarksGrmsGrms%%%%3''2 1/2"2 "1 1/2''1 "04508.7100.03/4 "47.04461.799.01/2 "931.93576.879.33/8 "1473.23035.567.31/4"2034.22474.554.9No. 4 42279.82228.949.4No. 8 82746.01762.739.1No. 10 102845.61663.136.9No. 16 163123.51385.230.7No. 30 303445.61063.123.6No. 40 403585.8922.920.5No. 50 503721.2787.517.5No. 60 60No. 80 80No. 100 1003929.0579.712.9No. 200 2004053.0455.710.1Pan33.7Wash Passing No. 200422.0Total4508.7M.E. CONTRACTORM.E. CONSULTANTR.E. CONSULTANT

19 mm_3CONTRACTORCONSULTANTSAUDI PAN KINGDOM-(SAPAC)SAUD CONSULTANTSIEVE ANALYSIS Project:DOUBLING OF JUMUM - ZAIMAH ROADSAMPLE NO.3 :(Name )(location )Date Sampled : 02/11/2009Description0 - 3/4" AGGREGATEDate Tested : 02/11/2009Sampled By & Designation :(Kind of Material) (Qty represented)(Sampled At)AGGREGATE BASE COURSECRUSHER(Proposed use Spec's )(Original Sourse )Weight of Sample grams: Original g:4318.0 TestedAyaz Ahmad (L.T)(Name & Designation )Oven Dry g:4216.1 ComputedNasser T. Mangotara (M.E)(Name & Designation )Date ()W. O. Dry g:3766.4 CheckedWalid Mohaimer (M.E) Consultant(Name & Designation )M.C. g:Date () % % % %Sieve SizeWt. RetainedCum. Wt. PassingCum. PassingCum. RetainedRetainedSpecificationRemarksGrmsGrms%%%%3''2 1/2"2 "1 1/2''1 "04216.1100.03/4 "18.34197.899.61/2 "762.23453.981.93/8 "1182.23033.972.01/4"1667.52548.660.4No. 4 41906.12310.054.8No. 8 82340.81875.344.5No. 10 102439.01777.142.2No. 16 162724.11492.035.4No. 30 303079.41136.727.0No. 40 403225.9990.223.5No. 50 503394.6821.519.5No. 60 60No. 80 80No. 100 1003625.4590.714.0No. 200 2003751.6464.511.0Pan33.7Wash Passing No. 200430.8Total4216.1M.E. CONTRACTORM.E. CONSULTANTR.E. CONSULTANT

C.SAND_AVECONTRACTORCONSULTANTSAUDI PAN KINGDOM-(SAPAC)SAUD CONSULTANT% PASSING AVERAGEProject:DOUBLING OF JUMUM - ZAIMAH ROAD(Name )(location )Description3-5 mm CRUSHED SANDCRUSHER :Date Sampled : 29/09/2009( )( )( )(Kind of Material) (Qty represented)(Sampled At) GRADATION 1GRADATION 2GRADATION 3AVERAGE %REMARKSSieve Size% Passing% Passing% Passing3''2 1/2"2 "1 1/2''1 "3/4 "1/2 "100100100.0100.03/8 "99.799.599.799.61/4 "99.699.499.599.5No. 4 498.698.198.698.4No. 8 878.076.376.877.0No. 10 1072.871.271.171.7No. 16 1657.255.855.756.2No. 30 3040.540.039.840.1No. 40 4033.536.433.234.4No. 50 5028.327.928.228.1No. 60 60No. 80 80No. 100 10019.319.019.419.2No. 200 20014.113.714.214.0PanWash Passing No. 200TotalM.E. CONTRACTORM.E. CONSULTANTR.E. CONSULTANT

C.SAND_1CONTRACTORCONSULTANTSAUDI PAN KINGDOM-(SAPAC)SAUD CONSULTANTSIEVE ANALYSIS Project:DOUBLING OF JUMUM - ZAIMAH ROADSAMPLE NO.1 :(Name )(location )Date Sampled : 04/11/2009DescriptionCRUSHED SANDDate Tested : 04/11/2009COMBINED GRADATIONSampled By & Designation :(Kind of Material) (Qty represented)(Sampled At)AGGREGATE BASE COURSECRUSHER(Proposed use Spec's )(Original Sourse )Weight of Sample grams: Original g:2772.0 TestedAyaz Ahmad (L.T)(Name & Designation )Oven Dry g:2746.6 ComputedNasser T. Mangotara (M.E)(Name & Designation )Date ()W. O. Dry g:2379.6 CheckedWalid Mohaimer (M.E) Consultant(Name & Designation )M.C. g:Date () % % % %Sieve SizeWt. RetainedCum. Wt. PassingCum. PassingCum. RetainedRetainedSpecificationRemarksGrmsGrms%%%%3''2 1/2"2 "1 1/2''1 "3/4 "1/2 "02746.6100.03/8 "7.22739.499.71/4 "10.22736.499.6No. 4 439.12707.598.6No. 8 8604.42142.278.0No. 10 10746.81999.872.8No. 16 161176.81569.857.2No. 30 301634.61112.040.5No. 40 401826.8919.833.5No. 50 501968.2778.428.3No. 60 60No. 80 80No. 100 1002217.6529.019.3No. 200 2002358.2388.414.1Pan33.7Wash Passing No. 200354.7Total2746.6M.E. CONTRACTORM.E. CONSULTANTR.E. CONSULTANT

C.SAND_2CONTRACTORCONSULTANTSAUDI PAN KINGDOM-(SAPAC)SAUD CONSULTANTSIEVE ANALYSIS Project:DOUBLING OF JUMUM - ZAIMAH ROADSAMPLE NO.2 :(Name )(location )Date Sampled : 04/11/2009DescriptionCRUSHED SANDDate Tested : 04/11/2009COMBINED GRADATIONSampled By & Designation :(Kind of Material) (Qty represented)(Sampled At)AGGREGATE BASE COURSECRUSHER(Proposed use Spec's )(Original Sourse )Weight of Sample grams: Original g:2747.3 TestedAyaz Ahmad (L.T)(Name & Designation )Oven Dry g:2727.2 ComputedNasser T. Mangotara (M.E)(Name & Designation )Date ()W. O. Dry g:2397.0 CheckedWalid Mohaimer (M.E) Consultant(Name & Designation )M.C. g:Date () % % % %Sieve SizeWt. RetainedCum. Wt. PassingCum. PassingCum. RetainedRetainedSpecificationRemarksGrmsGrms%%%%3''2 1/2"2 "1 1/2''1 "3/4 "1/2 "02727.2100.03/8 "14.12713.199.51/4 "15.82711.499.4No. 4 450.82676.498.1No. 8 8647.22080.076.3No. 10 10784.41942.871.2No. 16 161205.91521.355.8No. 30 301636.31090.940.0No. 40 401733.5993.736.4No. 50 501966.0761.227.9No. 60 60No. 80 80No. 100 1002209.9517.319.0No. 200 2002352.8374.413.7Pan33.7Wash Passing No. 200340.7Total2727.2M.E. CONTRACTORM.E. CONSULTANTR.E. CONSULTANT

C.SAND_3CONTRACTORCONSULTANTSAUDI PAN KINGDOM-(SAPAC)SAUD CONSULTANTSIEVE ANALYSIS Project:DOUBLING OF JUMUM - ZAIMAH ROADSAMPLE NO.3 :(Name )(location )Date Sampled : 04/11/2009DescriptionCRUSHED SANDDate Tested : 04/11/2009COMBINED GRADATIONSampled By & Designation :(Kind of Material) (Qty represented)(Sampled At)AGGREGATE BASE COURSECRUSHER(Proposed use Spec's )(Original Sourse )Weight of Sample grams: Original g:2750.1 TestedAyaz Ahmad (L.T)(Name & Designation )Oven Dry g:2717.1 ComputedNasser T. Mangotara (M.E)(Name & Designation )Date ()W. O. Dry g:2354.8 CheckedWalid Mohaimer (M.E) Consultant(Name & Designation )M.C. g:Date () % % % %Sieve SizeWt. RetainedCum. Wt. PassingCum. PassingCum. RetainedRetainedSpecificationRemarksGrmsGrms%%%%3''2 1/2"2 "1 1/2''1 "3/4 "1/2 "02717.1100.03/8 "8.42708.799.71/4 "12.32704.899.5No. 4 438.02679.198.6No. 8 8631.72085.476.8No. 10 10785.01932.171.1No. 16 161203.01514.155.7No. 30 301636.21080.939.8No. 40 401816.3900.833.2No. 50 501951.9765.228.2No. 60 60No. 80 80No. 100 1002189.3527.819.4No. 200 2002330.7386.414.2Pan33.7Wash Passing No. 200352.7Total2717.1M.E. CONTRACTORM.E. CONSULTANTR.E. CONSULTANT

W.Sht.COVER (3)MAXIMUM DRY DENSITY

ABC.PR-1AKINGDOM OF SAUDI ARABIAMINISTRY OF TRANSPORTMATERIALS RESEARCH & TESTING DEPT.CONTRACTORMOISTURE - DENSITY RELATION OF SOILCONSULTANTSAUDI PAN KINGDOM -(SAPAC)(ASTM D 698 - 1557 - AASHO T 99 - T 180)SAUD CONSULTANTPROJECT:DOUBLING OFJUMUM - ZAIMAH ROADLOCATION:SAMPLE @ STOCKPILEDATE:11/21/09SAMPLE NO.ABC-PR.- 01DESCRIPTION:AGGREGATE BASE COURSEAMold No.1234BWt. Mold+Wet Soilg.12871132051348013451CWt. Moldg.8321832183218321DWt. Wet Soilg.B-C4550488451595130EVolume of Moldcc.2105210521052105FWet Densityg. / cc.2.1622.3202.4512.437GContainerNo.11123HWt. Cont + Wet Soilg.474.8474.7461.4564.9IWt. Cont + Dry Soilg.461.2453.1434.4522.1LWt. Waterg.H-I13.621.62742.8MWt. Containerg.50.040.648.045.2NWt. Dry Soilg.I-M411.2412.5386.4476.9PMoisture Content%L X 1003.315.246.998.97NRDry Densityg/cc.F/(100+P)2.092.202.292.24Remarks:Max. Dry Density :2.29g/ccOptimum Moisture Content :7.00M.E. / CONTRACTORM.E. CONSULTANTR.E. CONSULTANT

ABC.PR-1A

Moisture ContentDry Unit Wt.

W.Sht.COVER (4)COMBINED AGGREGATES GRADATION

BLENDED SIEVE AVE.CONTRACTORCONSULTANTSAUDI PAN KINGDOM-(SAPAC)SAUD CONSULTANT% PASSING AVERAGEProject:DOUBLING OF JUMUM - ZAIMAH ROADDate Sampled : 21/11/2009(Name )(location )Description2" AGG. (35%), 0 - 3/4" AGG.(55%), CRUSHED SAND (10%)AVERAGE COMBINED GRADATION(Kind of Material) (Qty represented)(Sampled At) GRADATION 1GRADATION 2GRADATION 3AVERAGESieve Size% Passing% Passing% PassingJMFSpecificationRemarks%3''2 1/2"2 "100.0100.0100.01001001 1/2''96.696.496.51 "81.679.680.664-8255-853/4 "67.966.867.457-7550-801/2 "3/8 "No. 4 443.441.942.731-4730-60No. 8 8No. 10 10No. 16 16No. 30 30No. 40 4017.017.717.412-2010-25No. 50 50No. 60 60No. 80 80No. 100 100No. 200 2007.16.06.64-103-10PanWash Passing No. 200TotalM.E. CONTRACTORM.E CONSULTANTR.E CONSULTANT

BLENDED SIEVE 1CONTRACTORCONSULTANTSAUDI PAN KINGDOM-(SAPAC)SAUD CONSULTANTSIEVE ANALYSIS Project:DOUBLING OF JUMUM - ZAIMAH ROADSAMPLE NO.1 :(Name )(location )Date Sampled : 19/11/2009Description2" AGG. (35%), 0 - 3/4" AGG.(55%), CRUSHED SAND (10%)Date Tested : 21/11/2009COMBINED GRADATIONSampled By & Designation :(Kind of Material) (Qty represented)(Sampled At)AGGREGATE BASE COURSECRUSHER(Proposed use Spec's )(Original Sourse )Weight of Sample grams: Original g:10000.2 TestedAyaz Ahmad (L.T)(Name & Designation )Oven Dry g:9796.4 ComputedNasser T. Mangotara (M.E)(Name & Designation )Date ()W. O. Dry g:9385.4 CheckedWalid Mohaimer (M.E) Consultant(Name & Designation )M.C. g:Date () % % % %Sieve SizeWt. RetainedCum. Wt. PassingCum. PassingCum. RetainedRetainedSpecificationRemarksGrmsGrms%%%%3''2 1/2"2 "09796.4100.01 1/2''328.79467.796.61 "1806.47990.081.63/4 "3145.16651.367.91/2 "3/8 "No. 4 45542.04254.443.4No. 8 8No. 10 10No. 16 16No. 30 30No. 40 408131.01665.417.0No. 50 50No. 60 60No. 80 80No. 100 100No. 200 2009102.0694.47.1Pan283.4Wash Passing No. 200411.0Total9796.4M.E. CONTRACTORM.E CONSULTANTR.E CONSULTANT

BLENDED SIEVE 2CONTRACTORCONSULTANTSAUDI PAN KINGDOM-(SAPAC)SAUD CONSULTANTSIEVE ANALYSIS Project:DOUBLING OF JUMUM - ZAIMAH ROADSAMPLE NO.2 :(Name )(location )Date Sampled : 19/11/2009Description2" AGG. (35%), 0 - 3/4" AGG.(55%), CRUSHED SAND (10%)Date Tested : 21/11/2009COMBINED GRADATIONSampled By & Designation :(Kind of Material) (Qty represented)(Sampled At)AGGREGATE BASE COURSECRUSHER(Proposed use Spec's )(Original Sourse )Weight of Sample grams: Original g:10008.5 TestedAyaz Ahmad (L.T)(Name & Designation )Oven Dry g:9799.2 ComputedNasser T. Mangotara (M.E)(Name & Designation )Date ()W. O. Dry g:9405.6 CheckedWalid Mohaimer (M.E) Consultant(Name & Designation )M.C. g:Date () % % % %Sieve SizeWt. RetainedCum. Wt. PassingCum. PassingCum. RetainedRetainedSpecificationRemarksGrmsGrms%%%%3''2 1/2"2 "09799.2100.01 1/2''350.79448.596.41 "2002.67796.679.63/4 "3256.36542.966.81/2 "3/8 "No. 4 45690.14109.141.9No. 8 8No. 10 10No. 16 16No. 30 30No. 40 408264.21535.015.7No. 50 50No. 60 60No. 80 80No. 100 100No. 200 2009210.3588.96.0Pan195.3Wash Passing No. 200393.6Total9799.2M.E. CONTRACTORM.E CONSULTANTR.E CONSULTANT

W.Sht.SESAND EQUIVALENT

SE (1)KINGDOM OF SAUDI ARABIAMINISTRY OF TRANSPORTMATERIALS RESEARCH & TESTING DEPT.CONTRACTOR :CONSULTANT :SAUDI PAN KINGDOM (SAPAC)SAUD CONSULTPROJECT :DOUBLING OF JUMUM - ZAIMAH ROADDESCRIPTION:2" AGG. (35%), 0 - 3/4" AGG.(55%), CRUSHED SAND (10%)SOURCESAPAC CRUSHERSAND EQUIVALENTDATE TESTED :11/23/09SAMPLE NO. 1DETERMINATION No.123SAND READINGinchHs3.63.73.6CLAY READINGinchHc6.86.67.4CALCULATED SAND EQUIVALENT%(Hs/Hc) x 10052.956.148.6ADJUSTED SAND EQUIVALENT%535649AVERAGE SAND EQUIVALENT%52.6ADJUSTED AVERAGE SAND EQUIVALENT%53DATE TESTEDSAMPLE NO. 2DETERMINATION No.SAND READINGinchHsCLAY READINGinchHcCALCULATED SAND EQUIVALENT%(Hs/Hc) x 100ADJUSTED SAND EQUIVALENT%AVERAGE SAND EQUIVALENT%ADJUSTED AVERAGE SAND EQUIVALENT%REMARKS :REQUIRED MIN. 45 %M.E. CONTRACTORM.E CONSULTANTR.E CONSULTANT

W.Sht.COVER (5)ATTERBERG LIMIT

ABC-PI-2KINGDOM OF SAUDI ARABIAMINISTRY OF TRANSPORTATIONMATERIAL RESEARCH ANDTESTING DEPARTMENTCONTRACTOR:PROJECT:CONSULTANT:SAUDI PAN KINGDOM (SAPAC)DOUBLING OF JUMUM - ZAIMAH ROADSAUDCONSULTATTERBERG LIMIT TESTASTM - D4318Location:SAPAC CRUSHERSample:11/19/09Type of Material:AGGRAGATES BASE COURSETested11/21/09LIQUID LIMITPLASTIC LIMITTRIAL NO.NUMBER OF BLOWSCONTAINER NUMBERgmWET WEIGHT OF MATERIAL + CANgmNON PLASTICNON PLASTICDRY WEIGHT OF MATERIAL + CANgmWEIGHT OF CONTAINERgmDRY WEIGHT OF MATERIALgmWEIGHT OF WATERgmMOISTURE CONTENT%LIQUID LIMIT (%)NON PLASTICPLASTIC LIMIT (%)NON PLASTICPLASTICITY INDEX (%)NON PLASTICMOISTURE CONTENT40353025NON PLASTIC20151015202530354550NUMBER OF BLOWSM.E. CONTRACTORM.E. CONSULTANTR.E. CONSULTANT

W.Sht.COVER (7)CALIFORNIA BEARING RATIO (C.B.R.)

CBR_SG_1KINGDOM OF SAUDI ARABIAMINISTRY OF TRANSPORTATIONMATERIAL RESEARCH ANDTESTING DEPARTMENTCONTRACTORPROJECT:CONSULTANTSAUDI PAN KINGDOM (SAPAC)DOUBLING OF JUMUM - ZAYMAH ROADSAUD CONSULTDESCRIPTION OF SAMPLE:AGGREGATE BASE COURSE MATERIALLAB. REF. NO.SG-CBR-01LOCATION:STOCKPILE @ STA. 18+000 R/SDATE:18/11/200922/11/2009CALIFORNIA BEARING RATIO (C. B. R.)(ASTM D 1883 - AASHTO 193)Modified ProctorMax. Dry Density2.290g/ccOpt. Moisture Content7.00%94.42.222118.52.259Blows per Layer No.103065137.22.333Dry Density2.2222.2592.333Soaked C. B. R. @ 0.2 Inch94.4118.5137.2100 % of Max. Dry Density:127.8%Specification Req'd.100.0%REMARKS:M.E. / CONTRACTORM.E. CONSULTANTR.E. / CONSULTANT

toto

CBR_SG_1

CBR_SG_ (2)KINGDOM OF SAUDI ARABIA MINISTRY OF TRANSPORTATION MATERIALS RESARCH & TESTING DEPT Consultant ;SAUD CONSULT : Contractor : SAUDI PAN KINGDOM FOR TRADE & CONT. CO. Ltd. : () Project :JUMUM-ZAYMAH EXTENTION ROAD : California Bearing RatioSample Location:STOCKPILE @ 18+000 L/SLab. Sample No. 01Project :Date Sampled:11/18/09Date Received :11/18/09Sampled By:Date Tested:11/22/09Road No.Title :Tested ByRoad NameMaterials :AGGREGATE BASE COURSETitleQuant. Rep.Moisture ContentDensity DeterminationTest No.103065Test No.103065Can No.625Mold Volume cm3212021222127AMass. Wet Soil + Can .g391.3401.2451.3Mass. Sample + Mold .g121501223012840BMass Dry Soil + Can .g370.1379.6426.5Mass Mold .g712271257562CMass Moisture A-B .g21.221.624.8Mass Sample .g502851055278DMass Can .g56.448.036.0Unit Wet Mass .g/cm32.372.412.48EMass Dry Soil B-D .g313.7331.6390.5Percent Moisture %6.86.56.4FPercent Moisture C/E x100%6.86.56.4Unit Dry Mass g/cm32.2222.2592.333Pene -Test No. (1) Molded:Test No. (2) Molded:Test No. (3) Molded:Tested:Tested:Tested:trationDIALTotalUnitCorr.%DIALTotalUnitCorr.%DIALTotalUnitCorr.%Inch.READLoadLoadLoadCBRREADLoadLoadLoadCBRREADLoadLoadLoadCBRNOTE-INGKg.Kg./Cm2Kg./Cm2-INGKg.Kg./Cm2Kg./Cm2-INGKg.Kg./Cm2Kg./Cm200000000000.02560267.213.8995423.022.0160.0712.537.10.050120534.427.79180801.541.7260.01157.860.20.075180801.541.682701202.362.5355.01580.882.20.1002401068.755.5879.13501558.681.0115.3410.01825.794.9135.10.1503551580.882.214652070.6107.7545.02426.9126.20.00.000.00.00.00.00.2004301914.899.5794.45402404.6125.0118.5625.02783.1144.7137.20.3005202315.6120.416302805.4145.9725.03228.4167.9SwellTest No.123Date MoldedDate TestedMold No.123Final Height . mm0.100.070.12Initial Height .mm0.000.000.00Difference .mm0.100.070.12Sample Length .mm116.43116.43116.43Percent Swell %0.090.060.10Dial ReadingCorrection Factor :Test No.123Blows Per Lift103065M.E/CONTRACTORM.I. CONSULTANTR.E. CONSULTANT

CBR_SG_ (2)

PenetrationLoad Kg / Cm2

W.Sht.COVER (6)QUALITY TESTS

T&EKINGDOM OF SAUDI ARABIAMINISTRY OF TRANSPORTMATERIALS RESEARCH & TESTING DEPT.CONTRACTOR :CONSULTANT :SAUDI PAN KINGDOM (SAPAC)SAUD CONSULTPROJECT:DOUBLING OF JUMUM - ZAIMAH ROADDESCRIPTION:2" AGG. (35%), 0 - 3/4 AGG. (55%), CRUSHED SAND (10%)SOURCE:SAPAC CRUSHERTHIN AND ELONGATED PIECES (AASHTO T - 113)DATE TESTED :11/19/09SAMPLE NO. 1SIEVE SIZEORIGINAL GRADING % RETAINEDWT. OF TEST FRACTION gramsWT. OF THIN AND ELONGATED PIECES grams% OF THIN AND ELONGATED PIECESCORRECTED AVG. WEIGHTED %PASSINGRETAINEDABCD=(C/B)*100F=(AxE)/1001 1/2"1"55.05003.6399.88.04.3951"3/4"17.52501.4159.66.41.1173/4"1/2"27.51255.255.04.41.205TOTAL1006.716DATE TESTED :11/19/09SAMPLE NO. 2SIEVE SIZEORIGINAL GRADING % RETAINEDWT. OF TEST FRACTION gramsWT. OF THIN AND ELONGATED PIECES grams% OF THIN AND ELONGATED PIECESCORRECTED AVG. WEIGHTED %PASSINGRETAINEDABCD=(B-C)F=(AxE)/1001 1/2"1"555122.3401.67.84.3121"3/4"17.52501.6170.66.81.1933/4"1/2"27.51290.361.34.81.306TOTAL1006.812AVERAGE:6.764REMARKS :MAX ALLOWED THIN & ELONGATED8%M.E. CONTRACTORM.E. CONSULTANTR.E. CONSULTANT

SEKINGDOM OF SAUDI ARABIAMINISTRY OF TRANSPORTMATERIALS RESEARCH & TESTING DEPT.CONTRACTOR :CONSULTANT :SAUDI PAN KINGDOM (SAPAC)SAUD CONSULTPROJECT :DOUBLING OF JUMUM - ZAIMAH ROADDESCRIPTION:2" AGG. (35%), 0 - 3/4 AGG. (55%), CRUSHED SAND (10%)SOURCESAPAC CRUSHERSAND EQUIVALENTDATE TESTED :11/23/09SAMPLE NO. 1DETERMINATION No.123SAND READINGinchHs3.63.73.6CLAY READINGinchHc6.86.67.4CALCULATED SAND EQUIVALENT%(Hs/Hc) x 10052.956.148.6ADJUSTED SAND EQUIVALENT%535649AVERAGE SAND EQUIVALENT%53.0ADJUSTED AVERAGE SAND EQUIVALENT%53DATE TESTEDDETERMINATION No.SAND READINGinchHsCLAY READINGinchHcCALCULATED SAND EQUIVALENT%(Hs/Hc) x 100ADJUSTED SAND EQUIVALENT%AVERAGE SAND EQUIVALENT%ADJUSTED AVERAGE SAND EQUIVALENT%REMARKS :REQUIRED MIN. 45 %M.E. CONTRACTORM.E. CONSULTANTR.E. CONSULTANT

ABRASION-AKINGDOM OF SAUDI ARABIAMINISTRY OF TRANSPORTMATERIALS RESEARCH & TESTING DEPT.CONTRACTOR :CONSULTANT :SAUDI PAN KINGDOM (SAPAC)SAUD CONSULTPROJECT :DOUBLING OF JUMUM - ZAIMAH ROADDESCRIPTION :2" AGG. (35%), 0 - 3/4 AGG. (55%), CRUSHED SAND (10%)SOURCE:SAPAC CRUSHERABRASION OF COARSE AGGREGATE ( GRADING "A" )DATE TESTED :11/19/09SAMPLE NO 1SIEVE SIZEWEIGHT AND GRADE OF TEST SAMPLEPASSINGRETAINEDBCD1-1/2"1"1,2501"3/4"1,2503/4"1/2"1,2502,5001/2"3/8"1,2502,5003/8 "1/4"2,5001/4 "No. 42,500No. 4No. 85,000TOTAL5,0005,0005,0005,000A.WEIGHT OF SAMPLE BEFORE TEST=5000gramBWEIGHT OF SAMPLE AFTER TEST=3803.5gramCPERCENTAGE WEAR(A-B)/A X 100 =23.9%DATE TESTED :11/19/09SAMPLE NO 2SIEVE SIZEWEIGHT AND GRADE OF TEST SAMPLEPASSINGRETAINEDBCD1-1/2"1"1,2501"3/4"1,2503/4"1/2"1,2502,5001/2"3/8"1,2502,5003/8 "1/4"2,5001/4 "No. 42,500No. 4No. 85,000TOTAL5,0005,0005,0005,000A.WEIGHT OF SAMPLE BEFORE TEST=5000gramBWEIGHT OF SAMPLE AFTER TEST=3705.0gramCPERCENTAGE WEAR(A-B)/A X 100 =25.9%AVERAGE:24.9REMARKS :ALLOWED MAX. LOSS = 45 %M.E. CONTRACTORM.E. CONSULTANTR.E. CONSULTANT

AA

ABRASION-BKINGDOM OF SAUDI ARABIAMINISTRY OF TRANSPORTMATERIALS RESEARCH & TESTING DEPT.CONTRACTOR :CONSULTANT :SAUDI PAN KINGDOM (SAPAC)SAUD CONSULTPROJECT :DOUBLING OF JUMUM - ZAIMAH ROADDESCRIPTION :2" AGG. (35%), 0 - 3/4 AGG. (55%), CRUSHED SAND (10%)SOURCE:SAPAC CRUSHERABRASION OF COARSE AGGREGATE ( GRADING "B" )DATE TESTED :11/19/09SAMPLE NO 1SIEVE SIZEWEIGHT AND GRADE OF TEST SAMPLEPASSINGRETAINEDACD1-1/2"1"1,2501"3/4"1,2503/4"1/2"1,2502,5001/2"3/8"1,2502,5003/8 "1/4"2,5001/4 "No. 42,500No. 4No. 85,000TOTAL5,0005,0005,0005,000A.WEIGHT OF SAMPLE BEFORE TEST=5000gramBWEIGHT OF SAMPLE AFTER TEST=3405.6gramCPERCENTAGE WEAR(A-B)/A X 100 =31.9%DATE TESTED :11/19/09SAMPLE NO 2SIEVE SIZEWEIGHT AND GRADE OF TEST SAMPLEPASSINGRETAINEDACD1-1/2"1"1,2501"3/4"1,2503/4"1/2"1,2502,5001/2"3/8"1,2502,5003/8 "1/4"2,5001/4 "No. 42,500No. 4No. 85,000TOTAL5,0005,0005,0005,000A.WEIGHT OF SAMPLE BEFORE TEST=5000gramBWEIGHT OF SAMPLE AFTER TEST=3500.3gramCPERCENTAGE WEAR(A-B)/A X 100 =30.0%AVERAGE:30.9REMARKS :ALLOWED MAX. LOSS = 45 %M.E. CONTRACTORM.E. CONSULTANTR.E. CONSULTANT

BB

SOUNDNKINGDOM OF SAUDI ARABIAMINISTRY OF TRANSPORTMATERIALS RESEARCH & TESTING DEPT.CONTRACTOR :CONSULTANT :SAUDI PAN KINGDOM (SAPAC)SAUD CONSULTPROJECT :DOUBLING OF JUMUM - ZAIMAH ROADDATE SAMPLED11/18/09MATERIALS :AGGREGATES BASE COURSEDATE TESTED11/23/092" AGG. (35%), 0 - 3/4 AGG. (55%), CRUSHED SAND (10%)SOURCESAPAC CRUSHERSOUNDNESS OF AGGREGATE BY USE OF SODIUM SULFATESIEVE SIZEORIGINAL GRADING % RETAINEDWT. OF TEST FRACTION BEFORE TESTWT. OF TEST FRACTION AFTER TESTLOSS IN WT. AFTER TEST gmACTUAL LOSS AFTER TEST %CORRECTED AVG. WEIGHTED LOSSFine AggregatePASSINGRETAINEDABCD=(B-C)E=(D/B)x100F=(AxE)/100No. 100..No. 50No. 1007.710090.79.39.30.716No. 30No. 5012.810088.311.711.71.498No. 16No. 3015.410087.512.512.51.925No. 8No. 161810089.510.510.51.890No. 4No. 820.510092.37.77.71.5793/8 "No. 425.610092.97.17.11.818TOTAL1009.425Coarse Aggr.No. 43/8"No. 417.8300271.328.79.61.7033/4"3/8"30.41000940.859.25.91.8001 1/2"3/4"51.815001488.211.80.80.4072"1 1/2"TOTAL100.03.910REMARKS :1 SODIUM SULFATE USED FOR TEST2. Max. LOSS ALLOWED FOR COARSE AGGR.= 12 %3. Max. LOSS ALLOWED FOR FINE AGGR.= 10 %M.E. CONTRACTORM.E. CONSULTANTR.E. CONSULTANT

% CRUSHEDCONTRACTORCONSULTANTSAUDI PAN KINGDOM-(SAPAC)SAUD CONSULTANTProject:DOUBLING OF JAMOUM - ZAIMAH ROAD(Name )(location )Date Sampled :3/10/10DescriptionCONBINED COARSE AGGREGATE FOR AGG. BASE COURSEDate Tested :3/10/10(Kind of Material) (Qty represented)Source:SAPAC CRUSHERSampled By & Designation :DETERMINATION OF PERCENTAGE OF CRUSHED AGGREGATEMRD Test Method 310Sieve SizeWt. RetainedCumulative Wt. PassingCumulative % Passing (JMF)REMARKSAggregate Proportion2 "501001 1/2''37.595.01 "2573.03/4 "1966.0Crushed Agg. 2" - 35 %1/2 "12.555.0Crushed Agg. 3/4" - 55 %3/8 "9.549.03-5 mm Crushed Sand - 10 %No. 44.7539.0No. 82.3631.0No. 161.1824.0No. 400.42516.0No. 500.313.0No. 2000.0757.0Sieve SizeMass, AMass, BPercentPassingRetainedTest Portion, gCrushed, gCrushed, B/A2 "1 1/2''2056.81738.684.51 1/2''1 "1813.81662.291.61 "3/4 "1020.1996.297.73/4 "1/2 "1311.31292.598.61/2 "3/8 "728.5689.894.73/8 "No. 4642.9611.595.1Sieve SizeTest PortionPercentWeightedPassingRetainedPercentCrushedPercent Crushed2 "1 1/2''5.084.54.21 1/2''1 "22.091.620.21 "3/4 "7.097.76.83/4 "1/2 "11.098.610.81/2 "3/8 "6.094.75.73/8 "No. 410.095.19.5Totals61.057.3( C )( D )Weighted Percent Crushed Particles =D/C=93.9Specification Requirement:90 % MinimumM.E. CONTRACTORMaterial EngineerResident Engineer

gradationCONTRACTORCONSULTANTSAUDI PAN KINGDOM-(SAPAC)SAUD CONSULTANTSIEVE ANALYSIS Project:DOUBLING OF JUMUM - ZAIMAH ROADSAMPLE NO.1 :(Name )(location )Date Sampled : 25/04/2010DescriptionSTOCKPILE FROM SITEDate Tested :Sampled By & Designation :(Kind of Material) (Qty represented)(Sampled At)AGGREGATE BASE COURSECRUSHER(Proposed use Spec's )(Original Sourse )Weight of Sample grams: Original g:4907.3 TestedAyaz Ahmad (L.T)(Name & Designation )Oven Dry g:4868.3 ComputedNasser T. Mangotara (M.E)(Name & Designation )Date ()W. O. Dry g:4613.8 CheckedMohammad Hasan (M.E) ConsultantM.C. g:Date () % % % %Sieve SizeWt. RetainedCum. Wt. PassingCum. PassingCum. RetainedRetainedSpecificationRemarksGrmsGrms%%%%3''2 1/2"2 "04868.3100.01001 1/2''1 "811.74056.683.355-853/4 "1410.93457.471.050-801/2 "3/8 "1/4"No. 4 43190.61677.734.530-60No. 8 8No. 10 10No. 16 16No. 30 30No. 40 404281587.312.110-25No. 50 50No. 60 60No. 80 80No. 100 100No. 200 2004570.7297.66.13-10Pan33.7Wash Passing No. 200263.9Total4868.3M.E. CONTRACTORMaterial EngineerResident Engineer