Appendices changes of concrete mixed natural rubber acrylic

 Essay about Appendices modification of asphalt mixed normal rubber acrylic

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APPENDICES

APPENDIX A

TEST DEVICE AND SAMPLINGS

1 . 0 Sources of aggregates Properties Test out

1 . 1 Aggregates assortment

Plate 1 . 1 (a)Plate 1 . one particular (b)

1 . 2 Flakiness and Elongation Test

Platter 1 . two (a)Plate 1 ) 2 (b)

1 . three or more LA Usure test

Menu 1 . three or more (a)Plate 1 ) 3 (b)

1 . 4 Sieve and Wet Sieving Analysis

Menu 1 . four (a)Plate 1 ) 4 (b)

1 . your five Aggregate Effects Value (AIV) test

Plate 1 . 5 (a)Plate 1 ) 5 (b)

1 . 6th Specific of Fine and Coarse Mixture test

Platter 1 . 6th (a)Plate 1 ) 6 (b)

Plate 1 . 6 (c)Plate 1 . 6 (d)

Platter 1 . six (e) Menu 1 . 6 (f)

installment payments on your 0 Process of Mixing and Compaction of Hot Mix Asphalt (HMA) Mix

Platter 2 . zero (a)Plate installment payments on your 0 (b)

Plate 2 . 0 (c)

Plate installment payments on your 0 (d)Plate 2 . zero (e)

Menu 2 . zero (f)Plate 2 . 0 (g)

3. zero Process of Evaluation of Dampness Susceptibility

Dish 3. zero (a) Dish 3. 0 (b)

Plate 3. zero (c) Dish 3. zero (d)

4. 0 Process of Mixing Rubber-Polymer Modified Binding

Plate 5. 0 (a) Plate 5. 0 (b)

Plate some. 0 (c) Plate four. 0 (d)

APPENDIX N

SUPERPAVE DATA AND EXAMINATION

1 . zero Aggregate test and properties

Stand 1a: The Flakiness Index for Mixture

Sieve size (passing), logistik

Sieve size (retained), logistik

No . of aggregate

Passing number

14

10

65

4

12

6. three or more

18

zero

Calculation

Flakiness Index (10 mm) = x 75

= x 95

=6. 2%

Flakiness Index (6. 3 mm) = x100

sama dengan x100

=0%

Common Flakiness Index (%) sama dengan

=

=3. you

Table 1b: The Elongation Index to get Aggregate

Filter size (passing), mm

Sieve size (retained), mm

No . of get worse

Passing amount

14

10

61

51

10

6th. 3

18

15

Calculations

Elongation Index (10 mm) = back button 100

= times 100

= sixteen. 4%

Elongation Index (6. 3 mm) = back button 100

= back button 100

= sixteen. 7%

Common Elongation Index (%) =

=

= sixteen. 6%

Desk 1c: Reaction to Toughness (LA Abrasion Test)

Aggregate Size (mm)

Fat of test before test(g), W1

Weight of sample after laundered (g)

Fat loss (g)

% LA Scratching test

nineteen mm -12. 5 logistik

4955. 0

3698. a few

1256. 5

25. 35%

12. your five mm-9. your five mm

Calculation:

[(4955-3698. 5)/(4955. 0)]*100=25. 38% (satisfactory)

Requirements

Max. allowable abrasion value in % = 35%

Table 1d: The Soundness Test intended for Aggregate

Test 1

Sample 2

Excess weight of cylinder steel glass (g)

759. 3

717

Weight of cylinder & aggregates (g)

1079. 9

1046

Weight of aggregates (g), M1

320. 6th

329

Excess weight of aggregates passing 2 . 36 logistik (g), M2

68. 3

73

Excess weight of aggregates retained installment payments on your 36 mm (g), M3

251. 6th

255

Total mass (M2+M3) differs from the initial mass (M1) must not more than one particular g 319. 9

328

Aggregate Influence Value (AIV)

21. 31

22. nineteen

Average AIV (%)

twenty-one. 75 (SATISFACTORY)

Classification of aggregates applying Aggregate Effect Value is really as given below: Get worse Impact Worth

Classification

35%

Weak intended for road appearance

Calculation formula,

Aggregate Impact Value sama dengan

Test 1 Calculations:

Aggregate Effect Value = x 100

= twenty-one. 30 %

Test 2 Calculations:

Aggregate Effect Value = x 90

= twenty-two. 19 %

Table 1e: Specific Gravity of Coarse Aggregate (ASTM C 127)

Sample

Rough Aggregate

Fat in atmosphere

1000. 1 (g)

Fat in normal water (H2O)

4752. 1 (g)

SSD, wt (g)

2665. 6 (g)

Bulk specific gravity, SG

Table 1f: Specific Gravity of Excellent Aggregate (ASTM C 128) Sample

Good Aggregate

Weight in surroundings

500. 1 (g)

Pounds in drinking water (H2O)

4446. 7 (g)

SSD, wt (g)

2828. 1 ...


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