Final BC Grade 2 With VG 40 Honeywell Titan Polymer 56 HMP 1 Lime and 0.8 Polymer

NATIONAL HIGHWAYS AUTHORITY OF INDIA

With VG-40 Bitumen

Using Honeywell Titan Polymer (As per MORTH Clause 507 and IRC: 111 - 2009)

JMF ID - BC/DHK-KGP/Km56/GR 02/04

CONCESSIONAIRE : ASHOKA DHANKUNI-KHARAGPUR TOLLWAY LTD

CLIENT NATIONAL HIGHWAYS AUTHORITY OF INDIA

INDEPENDENT ENGINEER :AARVEE ASSOCIATES ARCHITECTS ENGINEER & CONSULTANT PVT LTD

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 V

Bituminous Concrete Grade II

Client :- National Highways Authority of India

Consultant :- Aarvee Associates Architects Engineer & Consultant Pvt Ltd

Concessionaire:- Ashoka Dhankuni-Kharagpur Tollway Ltd

JMF ID - BC/DHK-KGP/Km56/GR 02 /04

Summary of Test Results at OBC by Graph

BITUMINOUS CONCRETE (MORTH / IRC 111 - 2009, Grading - 2)

Name of Test Unit

Specified Limit

Remarks

Min Max.

1. Stability KN 17.10 12 -

2. Flow mm 3.65 2 4

3. Air Void % 4.65 3 5

4. Gmm gm/cc 2.688 - -

5. VMA % 15.80 11.50 -

6. VFB % 70.00 65 75

7. Unit Weight gm/cc 2.565 - -

8.ITS Ratio % In progress 90 -

%

5.10

5 7

By Weight of Mix

5.37

For- Conceessionaire For -I.E.

Name Name

Designation Designation

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Bituminous Concrete (BC-Grade II )

Test Result by Graph

9.Optimum Binder VG 40 Grade Polymer Modified Bitumen

By Weight of Aggregate





Material Characteristic

Sr.No Materials Source % Used

1 Pass.19 mm-Ret.12 mm

Panchami

15

2 Pass.12 mm-Ret.4 mm 29

4 Pass.4mm 55

5 Hydrated Lime Chaibasa 1

6 VG 30 Shell India 5.10 (by weight of Mix)

5.37 (by weight of Aggregate)

Material Test Result1. Binder VG 40 - Modified by Honeywell Titan

Sr.No Type of Test Test Result Sp. Limit

1 Sp. Gravity 1.023 -

2 498.53 > 400 cst

3 Penetration 40.67 40 - 60 1/10mm

4 Softening Point 55.50

5 53.00 > 25 cm

2. Aggregate.

Sr.No Type of Test Test Result Sp. Limit

1 Aggregate Impact Value 11.01% Max. 24 %

2 Flakiness & Elongation index 25.43% Max. 30 %

3 Retained Coating 100% >95 %


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Bituminous Concrete (BC-Grade II)

Binder - VG 40 (VG 30 Modified to VG 40 by Honeywell Titan Polymer)

Kinematic Viscosity @135 oC

> 50 OC

Ductility after TFOT 2 25OC

NATIONAL HIGHWAYS AUTHORITY OF INDIA(Ministry of Shipping, Road Transport and Highways, Government of India)

Client : National Highways Authority of India QAP/QCF/HW/018

Independent Engineer : Aarvee Associates Architects Engineer &Consultant Pvt Ltd;

Concessionaire : Ashoka Dhankuni-Kharagpur Tollway Ltd.

HOT BIN PROPORTION Date of testing 09.11.013

COMBIND 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 = 15000 gms

Wt. Rtd. % Passing JMF JMF LimitSpecification Limit

Lower Middle Upper

19 0 0 0 100 100 ± 7 100 100 100 100 100

13.2 966 966 6.44 93.56 90.98 ± 6 87.56 99.56 79 89.5 100

9.5 1894 2860 19.07 80.93 80.84 ± 6 74.93 86.93 70 79 88

4.75 2171 5031 33.54 66.46 66.50 ± 5 61.50 71.00 53 62 71

2.36 2250 7281 48.54 51.46 52.26 ± 4 48.26 56.26 42 50 58

1.18 2006 9287 61.91 38.09 38.08 ± 4 34.08 38.08 34 41 48

0.600 1570 10858 72.38 27.62 28.99 ± 4 26.00 33.00 26 32 38

0.300 1045 11903 79.35 20.65 20.81 ± 3 18.00 23.81 18 23 28

0.150 1095 12998 86.65 13.35 14.21 ± 3 12.00 17.21 12 16 20

0.075 1200 14198 94.65 5.35 5.00 ± 1.5 4.00 6.50 4 7 10

Pan 802 15000 100.00 0.00

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 V

Sieve Size (mm)

Cum. Wt.Rtd.

Cum. % Rtd.

Permissible variation sa per MORTH

Tb-500-13

0.01 0.1 1 10 100 10000

20

40

60

80

100

120

Upper

% Passing

Lower




JMF ID - BC/DHK-KGP/Km56/GR 02 /04 (Hot Bin Agg. Laboratory Tests) Date:-09.11.2013

Sl.No Mid

15% 29% 55% 1%

1 19 100.00 100.00 100.00 100.00 100.00 100 100

2 13.2 39.87 100.00 100.00 100.00 90.98 79-100 89.5

3 9.5 0.94 85.16 100.00 100.00 80.84 70-88 79

4 4.75 0.00 36.21 100.00 100.00 66.50 53-71 62

5 2.36 0.00 10.59 87.62 100.00 52.26 42-58 50

6 1.18 0.00 6.89 63.79 100.00 38.08 34-48 41

7 0.600 0.00 4.64 48.45 100.00 28.99 26-38 32

8 0.300 0.00 2.23 34.84 100.00 20.81 18-28 23

9 0.150 0.00 1.39 23.29 100.00 14.21 12-20 16

10 0.075 0.00 0.78 6.87 99.19 5.00 4-10 7

For- Concessionaire For- I.E

Name Name


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IS Sieve Size (mm)

HB-4 Pag 19 - Ret 12

HB-2 Pag 12 - Ret 4

HB-1 4 Down

Filler (Lime) Trial 1

(15:29:55:01)

Limits As per MORTH Table - 500 - 18 Grading II

1913.29.54.752.361.180.60.30.150.0750

10

20

30

40

50

60

70

80

90

100

Hot Bin Aggregate Blending Chart BC Grade 2 (15:29:55:01 ) - For Mix Design

IS Sieves(mm)

% P

as

sin

g

0.000 0.500 1.000 1.500 2.000 2.500 3.000 3.500 4.0000.00

20.00

40.00

60.00

80.00

100.00

120.00

0.45 Power Gradation Chart

Sieve size ^ 0.45




Bituminous Concrete (BC)-Grade II - Mix Design

(As per MORTH Clause 507)

Trial 1 (15:29:55:01) Date:-09/11/2013


1.Batch Weight of Mix keeping percentage by weight of total mixture (for Mould Casting) .

Binder Content- VG 40 (%)

4.0 4.5 5.0 5.5 6.0

9.02 112.75 112.75 112.75 112.75 112.75

10.14 126.75 126.75 126.75 126.75 126.75

14.34 179.25 179.25 179.25 179.25 179.25

14.24 178.00 178.00 178.00 178.00 178.00

14.18 177.25 177.25 177.25 177.25 177.25

9.09 113.63 113.63 113.63 113.63 113.63

8.18 102.25 102.25 102.25 102.25 102.25

6.60 82.50 82.50 82.50 82.50 82.50

9.21 115.13 115.13 115.13 115.13 115.13

4.00 50.00 50.00 50.00 50.00 50.00

1.00 12.50 12.50 12.50 12.50 12.50

Binder Content (VG 40) 52.08 58.90 65.79 72.75 79.79

Total Weight of Aggregate 1250.00 1250.00 1250.00 1250.00 1250.00

Total Weight of Mix 1302.08 1308.90 1315.79 1322.75 1329.79


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IS SIEVE SIZE

(mm)

Fraction

(%)Passing 19 &

Retained on 13.2

(P1)Passing 13.2 & Retained on 9.5

(P2)Passing 9.5 &

Retained on 4.75 (P3)

Passing 4.75 & Retained on 2.36

(P4)


(P5)


(P6)


(P7)


(P8)


(P9)

Passing 0.075 & Retained on pan

(P10)

Filler (Hydrated Lime)




Bituminous Concrete (BC)-Grade II - Mix Design

(As per MORTH Clause 507)

Trial 1 (15:29:55:01) Date:-12/11/2013


1.Batch Weight of Mix keeping percentage by weight of total mixture (for GMM).

Binder Content -VG 40 (%)

5.0 5.5

9.02 225.50 225.50

10.14 253.50 253.50

14.34 358.50 358.50

14.24 356.00 356.00

14.18 354.50 354.50

9.09 227.25 227.25

8.18 204.50 204.50

6.60 165.00 165.00

9.21 230.25 230.25

4.00 100.00 100.00

1.00 25.00 #REF!

Binder Content (VG- 40) 131.58 145.50

Total Weight of Aggregate 2500.00 2500.00

Total Weight of Mix 2631.58 2645.50


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IS SIEVE SIZE

(mm)

Fraction (%)

Passing 19 & Retained on 13.2

(P1)Passing 13.2 & Retained on 9.5

(P2)Passing 9.5 &

Retained on 4.75 (P3)


(P4)


(P5)


(P6)


(P7)


(P8)


(P9)

Passing 0.075 & Retained on pan

(P10)

Filler (Hydrated Lime)




JMF ID - BC/DHK-KGP/Km56/GR 02 /04 Bituminous 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)

= 100/34.57 34.57

= 2.893

(b) Combined Specific Gravity Gsa (Apparant)

=

100

(15/2.966+29/3.001+55/3.053+1/2.277)

= 100/33.18 33.18

= 3.014

Gse = Pmm - Pb

Pmm - Pb

Gmm - Gb

At 5.0% Bitumen Content Gmm = 2.695

Gse = 100 - 5.0/((100/2.689-(5.0/1.023)) = 2.949

At 5.5% Bitumen Content Gmm =2.665

Gse = 100 - 5.5/((100/2.665)-(5.5/1.023)) = 2.940

Avergae Gse (2.941+2.940)/2 = 2.944


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(c) Effective Specific Gravity (Gse)





1.0

=

= 100 X ((2.935-2.894)/(2.935X2.894)) X 1.023

= 0.62

2.0 Effective Bitumen Content (Pbe %)

= Pb-(Pba/100) x Ps

= 5.10-(0.50/100) X 94.90

= 4.63

3.0

=

Sl.No

1 4.0 2.738

2 4.5 2.715

3 5.0 2.691

4 5.5 2.669

5 6.0 2.646


Name Name



Bituminous Concrete (BC Grade II) - Mix Design

Absorbed Bitumen in Percent by weight of Aggregates (Pba %)

100 X ((Gse - Gsb)/(Gse X Gsb)) X Gb

Maximum Specific Gravity of Paving Mix (Gmm)

Pmm

(Ps / Gse + Pb / Gb)

Bitumen Content (%)

Maximum Specific Gravity of Paving Mix (Gmm)

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Client :- National Highways Authority of IndiaIndependent Engineer :- Aarvee Associates Architects Engineer & Consultant Pvt LtdConcessionaire:- Ashoka Dhankuni-Kharagpur Tollway Ltd

Bituminous Concrete (BC Grade -II) - Mix Design

JMF ID - BC/DHK-KGP/Km56/GR 02 /04Proving ring constant 0.06472 KN

Descreption of Layer Bulk Sp.gravityof aggregate (Gsb) 2.893Source of aggregate :- Panchami Quarry -Km 56 Camp Effective Sp.gravity of aggregate (Gse) 2.944Date of Testing :-11 & 12/11/2013 Apparent sp.gravity of aggregate (Gsa) 3.014

Marshall Stability

Pb Volume Calculated by Dimnesions W1 W2 W3 V

1

4.00

6.306 10.103 505 1285.60 776.00 1286.90 511 2.516

2.516 2.738 8.12 16.50 50.80

205 13.27 1.00 13.27

12.94

3.2

3.07 422.092 6.414 10.118 515 1287.00 775.80 1289.10 513 2.507 180 11.65 1.00 11.65 3.0

3 6.359 10.140 513 1287.40 779.60 1289.50 510 2.525 215 13.91 1.00 13.91 3.0

1

4.50

6.300 10.128 507 1294.20 785.20 1295.50 510 2.536

2.532 2.715 6.73 16.40 59.00

250 16.18 1.00 16.18

14.78

3.1

3.27 452.382 6.334 10.158 513 1292.00 783.00 1293.50 511 2.531 205 13.27 1.00 13.27 3.4

3 6.325 10.157 512 1295.80 784.70 1297.00 512 2.529 230 14.89 1.00 14.89 3.3

1

5.00

6.356 10.150 514 1298.50 793.30 1299.10 506 2.567

2.566 2.691 4.65 15.72 70.41

270 17.47 1.04 18.17

17.61

3.4

3.50 503.212 6.327 10.124 509 1302.90 796.10 1303.80 508 2.566 260 16.83 1.04 17.50 3.5

3 6.298 10.135 508 1298.20 793.30 1299.40 506 2.565 255 16.50 1.04 17.16 3.6

1

5.50

6.317 10.137 510 1310.70 801.90 1311.60 510 2.572

2.573 2.669 3.58 15.95 77.53

240 15.53 1.00 15.53

15.61

3.8

3.83 407.232 6.318 10.142 510 1308.70 801.40 1309.80 508 2.574 230 14.89 1.04 15.48 3.9

3 6.295 10.121 506 1307.30 799.80 1307.90 508 2.573 235 15.21 1.04 15.82 3.8

1

6.00

6.367 10.128 513 1313.40 802.10 1314.30 512 2.564

2.563 2.646 3.14 16.71 81.23

190 12.30 1.00 12.30

11.87

4.0

3.97 299.132 6.353 10.116 510 1309.40 801.10 1311.80 511 2.564 190 12.30 1.00 12.30 3.9

3 6.379 10.145 515 1316.00 802.60 1316.50 514 2.561 170 11.00 1.00 11.00 4.0

For - Concessionaire Checked By - I.E.

Name Name


Sign Sign


:- Bituminous Concrete (with VG 40-Modified by Honey Well Titan)

Test 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)(%)

Flow (mm)

Average Flow (mm)

Mashall Quotient

(Stability / Flow)

Gmb = (W1

/ V)Gmb(avg.)

Gmm =ADTM-D

2041

Va = 100X(Gm

m- Gmb) / Gmm

VMA=100- (Gmb/Gsb)

XPs

VFB=100X (VMA -

Va) / VMA

Proven ring

reading

Load (KN)

Correction factor

Crrected Load (KN)

Average Load (KN)

Client :- 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

Bituminous Concrete (BC Gr-II) Mix Design (VG-40)

For- Concessionaire Checked By (Independent Engineer)

Name: Name



3.5 4.0 4.5 5.0 5.5 6.0 6.5

2.480

2.500

2.520

2.540

2.560

2.580

2.600

2.620

Bulk Density Vs Bitumen Content

Bitumen Content (%)

Bu

lk D

en

sit

y (

gm

/cc

)

3.50 4.00 4.50 5.00 5.50 6.00 6.50

10.00

12.00

14.00

16.00

18.00

20.00

Stability Vs Bitumen Content

Bitumen Content (%)

Sta

bil

ity

(k

N)

3.50 4.00 4.50 5.00 5.50 6.00 6.50

2.00

3.00

4.00

5.00

6.00

7.00

8.00

9.00

10.00

Air Voids Vs Bitumen Content

Bitumen Content (%)

Air

Vo

ids

(%

)

3.50 4.00 4.50 5.00 5.50 6.00 6.50

35

45

55

65

75

85

95VFB Vs Bitumen Content

Bitumen Content (%)

VF

B (

%)

3.50 4.00 4.50 5.00 5.50 6.00 6.50

1.0

2.0

3.0

4.0

5.0

6.0

Flow Vs Bitumen Content

Bitumen Content (%)

Flo

w (

mm

)

3.50 4.00 4.50 5.00 5.50 6.00 6.5013.00

14.00

15.00

16.00

17.00

18.00

Bitumen Content (%)

VMA Vs Bitumen Content

VMA(

%)

Sign Sign





NARROW RANGE OF ACCEPTABLE BITUMEN CONTENT


All Criteria Passed

VMA

VA

VFB

DENSITY

STABILITY

FLOW

4.00 4.05 4.10 4.15 4.20 4.25 4.30 4.35 4.40 4.45 4.50 4.55 4.60 4.65 4.70 4.75 4.80 4.85 4.90 4.95 5.00 5.05 5.10 5.15 5.20 5.25 5.30 5.35 5.40 5.45 5.50 5.55 5.60 5.65 5.70 5.75 5.80 5.85 5.90 5.95 6.00

BITUMEN %

Final Optimum Binder Content Selected from the Narrow Range graph = 5.10 %

Criteria Passing Criteria High Criteria Low


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Final BC Grade 2 With VG 40 Honeywell Titan Polymer 56 HMP 1 Lime and 0.8 Polymer

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