Covering PageNATIONAL HIGHWAYS AUTHORITY OF INDIAName of Work :- Six laning of Dhankuni-Kharagpur Section of NH-6 from Km 17.600 to Km 129.000 in the state of West Bengal to be executed as BOT (Toll)project on DBFO pattern under NHDP Phase VBituminous Concrete Grade IIWith VG-40 BitumenUsing Honeywell Titan Polymer(As per MORTH Clause 507 and IRC: 111 - 2009)JMF ID - BC/DHK-KGP/Km56/GR 02/04CONCESSIONAIRE :ASHOKA DHANKUNI-KHARAGPUR TOLLWAY LTDCLIENT :NATIONAL HIGHWAYS AUTHORITY OF INDIAINDEPENDENT ENGINEER :AARVEE ASSOCIATES ARCHITECTS ENGINEER & CONSULTANT PVT LTD

Test Result SummaryName of Work :- Six laning of Dhankuni-Kharagpur Section of NH-6 from Km 17.600 to Km 129.000 in the state of West Bengal to be executed as BOT (Toll)project on DBFO pattern under NHDP Phase VClient :-National Highways Authority of IndiaConsultant :-Aarvee Associates Architects Engineer & Consultant Pvt LtdConcessionaire:-Ashoka Dhankuni-Kharagpur Tollway LtdBituminous Concrete (BC-Grade II )JMF ID - BC/DHK-KGP/Km56/GR 02 /04Summary of Test Results at OBC by GraphBITUMINOUS CONCRETE (MORTH / IRC 111 - 2009, Grading - 2)Name of TestUnitTest Result by GraphSpecified LimitRemarksMinMax.1. StabilityKN17.1012-Testing of Mix Properties at OBC 5.05% by wt of total Mix is in progress. Results would be available within 4 days including TSR test2. Flowmm3.65243. Air Void%4.65354. Gmmgm/cc2.688--5. VMA%15.8011.50-6. VFB%70.0065757. Unit Weightgm/cc2.565--8.ITS Ratio%In progress90-9.Optimum Binder VG 40 Grade Polymer Modified Bitumen%5.1057By Weight of Mix5.37By Weight of AggregateFor- ConceessionaireFor -I.E.NameNameDesignationDesignationSignSign

Material SummaryName of Work :- Six laning of Dhankuni-Kharagpur Section of NH-6 from Km 17.600 to Km 129.000 in the state of West Bengal to be executed as BOT (Toll)project on DBFO pattern under NHDP Phase VClient :-National Highways Authority of IndiaConsultant :-Aarvee Associates Architects Engineer & Consultant Pvt LtdConcessionaire:-Ashoka Dhankuni-Kharagpur Tollway LtdBituminous Concrete (BC-Grade II)JMF ID - BC/DHK-KGP/Km56/GR 02 /04Material CharacteristicSr.NoMaterialsSource% Used1Pass.19 mm-Ret.12 mmPanchami152Pass.12 mm-Ret.4 mm294Pass.4mm555Hydrated LimeChaibasa16Binder - VG 40 (VG 30 Modified to VG 40 by Honeywell Titan Polymer)VG 30 Shell India5.10 (by weight of Mix)5.37 (by weight of Aggregate)Material Test Result1. Binder VG 40 - Modified by Honeywell TitanSr.NoType of TestTest ResultSp. Limit1Sp. Gravity1.023-2Kinematic Viscosity @135 oC498.53> 400 cst3Penetration40.6740 - 60 1/10mm4Softening Point55.50> 50 OC5Ductility after TFOT 2 25OC53.00> 25 cm2. Aggregate.Sr.NoType of TestTest ResultSp. Limit1Aggregate Impact Value11.01%Max. 24 %2Flakiness & Elongation index25.43%Max. 30 %3Retained Coating100%>95 %For- ConceessionaireFor -I.E.NameNameDesignationDesignationSignSign

Combined gradationNATIONAL HIGHWAYS AUTHORITY OF INDIA(Ministry of Shipping, Road Transport and Highways, Government of India)Name of Work :- Six laning of Dhankuni-Kharagpur Section of NH-6 from Km 17.600 to Km 129.000 in the state of West Bengal to be executed as BOT (Toll) project on DBFO Pattern under NHDP Phase VClient : National Highways Authority of IndiaQAP/QCF/HW/018Independent Engineer : Aarvee Associates Architects Engineer &Consultant Pvt Ltd;Concessionaire : Ashoka Dhankuni-Kharagpur Tollway Ltd.HOT BIN PROPORTIONDate of testing09.11.013COMBIND AGGREGATE GRADATION TEST FOR BC-II(AS PER MOST CLAUSE 500 TABLE-18)Gradation for BC-II Hot bin.3 (15%), Hot Bin.2 (29%), Hot Bin.1 (55%), Filler Lime.( 1% ),Total Wt =15000gmsSieve Size (mm)Wt. Rtd.Cum. Wt.Rtd.Cum. % Rtd.% PassingJMFPermissible variation sa per MORTH Tb-500-13JMF LimitSpecification LimitLowerMiddleUpper19000100100 710010010010010013.29669666.4493.5690.98 687.5699.567989.51009.51895286119.0780.9380.84 674.9386.937079884.752171503133.5466.4666.50 561.5071.005362712.362250728148.5451.4652.26 448.2656.264250581.182006928761.9138.0938.08 434.0838.083441480.60015711085872.3827.6228.99 426.0033.002632380.30010461190379.3520.6520.81 318.0023.811823280.15010951299886.6513.3514.21 312.0017.211216200.07512001419894.655.355.00 1.54.006.504710Pan80215000100.000.00

Combined gradation

Upper% PassingLower

Hot Bin Agg Blending TableName of Work :- Six laning of Dhankuni-Kharagpur Section of NH-6 from Km 17.600 to Km 129.000 in the state of West Bengal to be executed as BOT (Toll)project on DBFO pattern under NHDP Phase VClient :-National Highways Authority of IndiaConsultant :-Aarvee Associates Architects Engineer & Consultant Pvt LtdConcessionaire:-Ashoka Dhankuni-Kharagpur Tollway LtdJMF ID - BC/DHK-KGP/Km56/GR 02 /04 (Hot Bin Agg. Laboratory Tests)Date:-09.11.2013Sl.NoIS Sieve Size (mm)HB-4 Pag 19 - Ret 12HB-2 Pag 12 - Ret 4HB-1 4 DownFiller (Lime)Trial 1 (15:29:55:01)Limits As per MORTH Table - 500 - 18 Grading IIMid15%29%55%1%119100.00100.00100.00100.00100.00100100213.239.87100.00100.00100.0090.9879-10089.539.50.9485.16100.00100.0080.8470-887944.750.0036.21100.00100.0066.5053-716252.360.0010.5987.62100.0052.2642-585061.180.006.8963.79100.0038.0834-484170.6000.004.6448.45100.0028.9926-383280.3000.002.2334.84100.0020.8118-282390.1500.001.3923.29100.0014.2112-2016100.0750.000.786.8799.195.004-107For- ConcessionaireFor- I.ENameNameDesignationDesignationSign.Sign.

Aggregate Blending ChartJMF ID - DBM/Uluberia/GR 02 /04 (Hot Bin Agg. Laboratory Tests)19100.0010010010013.290.987910089.59.580.847088794.7566.505371622.3652.264258501.1838.083448410.60028.992638320.30020.811828230.15014.211220160.98942574260.0755.004107

Aggregate Blending Chart

Upper LimitLower LimitIS Sieves(mm)% PassingHot Bin Aggregate Blending Chart BC Grade 2 (15:29:55:01 ) - For Mix Design

0.45 Power Gradation Chart0.45 Power Gradation ChartSieve size ^0.45% Passing193.762100.0013.23.19390.989.52.75480.844.752.01666.502.361.47252.261.181.07738.080.6000.79528.990.3000.58220.810.1500.42614.210.0750.3125.00

0.45 Power Gradation Chart

Sieve size ^ 0.450.45 Power Gradation Chart

Batch Wt for Marshall Samples Name of Work :- Six laning of Dhankuni-Kharagpur Section of NH-6 from Km 17.600 to Km 129.000 in the state of West Bengal to be executed as BOT (Toll)project on DBFO pattern under NHDP Phase VClient :-National Highways Authority of IndiaConsultant :-Aarvee Associates Architects Engineer & Consultant Pvt LtdConcessionaire:-Ashoka Dhankuni-Kharagpur Tollway LtdBituminous Concrete (BC)-Grade II - Mix Design(As per MORTH Clause 507)Trial 1 (15:29:55:01) Date:-09/11/2013JMF ID - BC/DHK-KGP/Km56/GR 02 /041.Batch Weight of Mix keeping percentage by weight of total mixture (for Mould Casting) .IS SIEVE SIZE (mm)Fraction (%)Binder Content- VG 40 (%)4.04.55.05.56.0Passing 19 & Retained on 13.2 (P1)9.02112.75112.75112.75112.75112.75Passing 13.2 & Retained on 9.5 (P2)10.14126.75126.75126.75126.75126.75Passing 9.5 & Retained on 4.75 (P3)14.34179.25179.25179.25179.25179.25Passing 4.75 & Retained on 2.36 (P4)14.24178.00178.00178.00178.00178.00Passing 2.36 & Retained on 1.18 (P5)14.18177.25177.25177.25177.25177.25Passing 1.18 & Retained on 0.600 (P6)9.09113.63113.63113.63113.63113.63Passing 0.600 & Retained on 0.300 (P7)8.18102.25102.25102.25102.25102.25Passing 0.300 & Retained on 0.150 (P8)6.6082.5082.5082.5082.5082.50Passing 0.150 & Retained on 0.075 (P9)9.21115.13115.13115.13115.13115.13Passing 0.075 & Retained on pan (P10)4.0050.0050.0050.0050.0050.00Filler (Hydrated Lime)1.0012.5012.5012.5012.5012.50Binder Content (VG 40)52.0858.9065.7972.7579.79Total Weight of Aggregate1250.001250.001250.001250.001250.00Total Weight of Mix1302.081308.901315.791322.751329.79For- ConceessionaireFor -I.E.NameNameDesignationDesignationSign.Sign.

Batch Weight for Gmm by VaccumName of Work :- Six laning of Dhankuni-Kharagpur Section of NH-6 from Km 17.600 to Km 129.000 in the state of West Bengal to be executed as BOT (Toll)project on DBFO pattern under NHDP Phase VClient :-National Highways Authority of IndiaConsultant :-Aarvee Associates Architects Engineer & Consultant Pvt LtdConcessionaire:-Ashoka Dhankuni-Kharagpur Tollway LtdBituminous Concrete (BC)-Grade II - Mix Design(As per MORTH Clause 507)Trial 1 (15:29:55:01) Date:-12/11/2013JMF ID - BC/DHK-KGP/Km56/GR 02 /041.Batch Weight of Mix keeping percentage by weight of total mixture (for GMM).IS SIEVE SIZE (mm)Fraction (%)Binder Content -VG 40 (%)5.05.5Passing 19 & Retained on 13.2 (P1)9.02225.50225.50Passing 13.2 & Retained on 9.5 (P2)10.14253.50253.50Passing 9.5 & Retained on 4.75 (P3)14.34358.50358.50Passing 4.75 & Retained on 2.36 (P4)14.24356.00356.00Passing 2.36 & Retained on 1.18 (P5)14.18354.50354.50Passing 1.18 & Retained on 0.600 (P6)9.09227.25227.25Passing 0.600 & Retained on 0.300 (P7)8.18204.50204.50Passing 0.300 & Retained on 0.150 (P8)6.60165.00165.00Passing 0.150 & Retained on 0.075 (P9)9.21230.25230.25Passing 0.075 & Retained on pan (P10)4.00100.00100.00Filler (Hydrated Lime)1.0025.000.00Binder Content (VG- 40)131.58145.50Total Weight of Aggregate2500.002500.00Total Weight of Mix2631.582645.50For- ConceessionaireFor -I.E.NameNameDesignationDesignationSign.Sign.

GseName of Work :- Six laning of Dhankuni-Kharagpur Section of NH-6 from Km 17.600 to Km 129.000 in the state of West Bengal to be executed as BOT (Toll)project on DBFO pattern under NHDP Phase VClient :-National Highways Authority of IndiaConsultant :-Aarvee Associates Architects Engineer & Consultant Pvt LtdConcessionaire:-Ashoka Dhankuni-Kharagpur Tollway LtdJMF ID - BC/DHK-KGP/Km56/GR 02 /04Bituminous Concrete (BC Grade -II) - Mix Design(a) Combined Specific Gravity Gsb (bulk)=100(15/2.923+29/2.906+55/2.892+1/2.277)=100/34.5734.57=2.893(b) Combined Specific Gravity Gsa (Apparant)=100(15/2.966+29/3.001+55/3.053+1/2.277)=100/33.1833.18=3.014(c) Effective Specific Gravity (Gse)Gse =Pmm - PbPmm - PbGmm - GbAt 5.0% Bitumen ContentGmm = 2.695Gse =100 - 5.0/((100/2.689-(5.0/1.023)) =2.949At 5.5% Bitumen ContentGmm =2.665Gse =100 - 5.5/((100/2.665)-(5.5/1.023)) =2.940Avergae Gse(2.941+2.940)/2 =2.944For- ConceessionaireFor -I.E.NameNameDesignationDesignationSign.Sign.

GMM-SP-GRName of Work :- Six laning of Dhankuni-Kharagpur Section of NH-6 from Km 17.600 to Km 129.000 in the state of West Bengal to be executed as BOT (Toll)project on DBFO pattern under NHDP Phase VClient :-National Highways Authority of IndiaConsultant :-Aarvee Associates Architects Engineer & Consultant Pvt LtdConcessionaire:-Ashoka Dhankuni-Kharagpur Tollway LtdJMF ID - BC/DHK-KGP/Km56/GR 02 /04Bituminous Concrete (BC Grade II) - Mix Design1.0Absorbed Bitumen in Percent by weight of Aggregates (Pba %)=100 X ((Gse - Gsb)/(Gse X Gsb)) X Gb=100 X ((2.935-2.894)/(2.935X2.894)) X 1.023=0.622.0Effective Bitumen Content (Pbe %)=Pb-(Pba/100) x Ps=5.10-(0.50/100) X 94.90=4.633.0Maximum Specific Gravity of Paving Mix (Gmm)=Pmm(Ps / Gse + Pb / Gb)Sl.NoBitumen Content (%)Maximum Specific Gravity of Paving Mix (Gmm)14.02.73824.52.71535.02.69145.52.66956.02.646For- ConceessionaireFor -I.E.NameNameDesignationDesignationSign.Sign.

Marshall Test Data SheetName of Work :- Six laning of Dhankuni-Kharagpur Section of NH-6 from Km 17.600 to Km 129.000 in the state of West Bengal to be executed as BOT (Toll)project on DBFO pattern under NHDP Phase VClient :-National Highways Authority of IndiaIndependent Engineer :-Aarvee Associates Architects Engineer & Consultant Pvt LtdConcessionaire:-Ashoka Dhankuni-Kharagpur Tollway LtdBituminous Concrete (BC Grade -II) - Mix DesignJMF ID - BC/DHK-KGP/Km56/GR 02 /04Proving ring constant0.06472KNDescreption of Layer:- Bituminous Concrete (with VG 40-Modified by Honey Well Titan)Bulk Sp.gravityof aggregate (Gsb)2.893Source of aggregate:- Panchami Quarry -Km 56 CampEffective Sp.gravity of aggregate (Gse)2.944Date of Testing:-11 & 12/11/2013Apparent sp.gravity of aggregate (Gsa)3.014Test Specimen No.Bitumen Content (%)Height of Sample (Cm)Diameter of Sample (Cm)Theoretical Volume of Sample (CC)Weight of specimen in air (gm)Weight of specimen in water (gm)SSD Weight of specimen (gm)Bulk Volume (CC)Bulk Density by wt in water (g/cc)Average bulk density (g/cc)Max.Sp. gravity (Gmm)Air void's (Va) (%)Void's in Mineral Aggregate (VMA) (%)Void's filled by Biumen (VFB)(%)Marshall StabilityFlow (mm)Average Flow (mm)Mashall Quotient (Stability / Flow)PbVolume Calculated by DimnesionsW1W2W3VGmb = (W1 / V)Gmb(avg.)Gmm =ADTM-D 2041Va = 100X(Gmm- Gmb) / GmmVMA=100- (Gmb/Gsb)XPsVFB=100X (VMA -Va) / VMAProven ring readingLoad (KN)Correction factorCrrected Load (KN)Average Load (KN)14.006.30610.1035051285.60776.001286.905112.5162.5162.7388.1216.5050.8020513.271.0013.2712.943.23.07422.0926.41410.1185151287.00775.801289.105132.50718011.651.0011.653.036.35910.1405131287.40779.601289.505102.52521513.911.0013.913.014.506.30010.1285071294.20785.201295.505102.5362.5322.7156.7316.4059.0025016.181.0016.1814.783.13.27452.3826.33410.1585131292.00783.001293.505112.53120513.271.0013.273.436.32510.1575121295.80784.701297.005122.52923014.891.0014.893.315.006.35610.1505141298.50793.301299.105062.5672.5662.6914.6515.7270.4127017.471.0418.1717.613.43.50503.2126.32710.1245091302.90796.101303.805082.56626016.831.0417.503.536.29810.1355081298.20793.301299.405062.56525516.501.0417.163.615.506.31710.1375101310.70801.901311.605102.5722.5732.6693.5815.9577.5324015.531.0015.5315.613.83.83407.2326.31810.1425101308.70801.401309.805082.57423014.891.0415.483.936.29510.1215061307.30799.801307.905082.57323515.211.0415.823.816.006.36710.1285131313.40802.101314.305122.5642.5632.6463.1416.7181.2319012.301.0012.3011.874.03.97299.1326.35310.1165101309.40801.101311.805112.56419012.301.0012.303.936.37910.1455151316.00802.601316.505142.56117011.001.0011.004.0For - ConcessionaireChecked By - I.E.NameNameDesignationDesignationSignSign

Marshall Graph bulkstablvavfbflowvmaGmm4.002.5164.0012.944.008.124.0050.804.003.074.0016.504.002.7384.502.5324.5014.784.506.734.5059.004.503.274.5016.404.502.7155.002.5665.0017.615.004.655.0070.415.003.505.0015.725.002.6915.502.5735.5015.615.503.585.5077.535.503.835.5015.955.502.6696.002.5636.0011.876.003.146.0081.236.003.976.0016.716.002.646Name of Work :- Six laning of Dhankuni-Kharagpur Section of NH-6 from Km 17.600 to Km 129.000 in the state of West Bengal to be executed as BOT (Toll)project on DBFO pattern under NHDP Phase VClient :-National Highways Authority of IndiaConsultant :-Aarvee Associates Architects Engineer & Consultant Pvt LtdConcessionaire:-Ashoka Dhankuni-Kharagpur Tollway LtdJMF ID - BC/DHK-KGP/Km56/GR 02 /04Bituminous Concrete (BC Gr-II) Mix Design (VG-40)For- ConcessionaireChecked By (Independent Engineer)Name:NameDesignationDesignationSignSign

Marshall Graph

Bitumen Content (%)Bulk Density (gm/cc)Bulk Density Vs Bitumen Content

Narrow Range Plot

Bitumen Content (%)Stability (kN)Stability Vs Bitumen Content

Bitumen Content (%)Air Voids (%)Air Voids Vs Bitumen Content

Bitumen Content (%)VFB (%)VFB Vs Bitumen Content

Bitumen Content (%)Flow (mm)Flow Vs Bitumen Content

Bitumen Content (%)VMA Vs Bitumen ContentVMA(%)

Bitumen ContentGMMGMM

Name of Work :- Six laning of Dhankuni-Kharagpur Section of NH-6 from Km 17.600 to Km 129.000 in the state of West Bengal to be executed as BOT (Toll)project on DBFO pattern under NHDP Phase VClient :-National Highways Authority of IndiaConsultant :-Aarvee Associates Architects Engineer & Consultant Pvt LtdConcessionaire:-Ashoka Dhankuni-Kharagpur Tollway LtdNARROW RANGE OF ACCEPTABLE BITUMEN CONTENTJMF ID - BC/DHK-KGP/Km56/GR 02 /04All Criteria PassedVMAVAVFBDENSITYSTABILITYFLOW4.004.054.104.154.204.254.304.354.404.454.504.554.604.654.704.754.804.854.904.955.005.055.105.155.205.255.305.355.405.455.505.555.605.655.705.755.805.855.905.956.00BITUMEN %Final Optimum Binder Content Selected from the Narrow Range graph = 5.10 %Criteria PassingCriteria HighCriteria LowFor- ConceessionaireFor -I.E.NameNameDesignationDesignationSign.Sign.

100921009010088.6480.6495719563.5556.5570.55568043.7737.7749.77385434.8629.8639.86284210.116.1114.117213.931.935.9328

100100100100100IS SIEVES% OF PASSINGDBM JOB MIX FORMULA