1. The following data were obtained when sieving a 509.5 g sample of aggregate for an HL 3HS mix. SIEVE SIZE (mm) RETAINED MASS (g) 13.2 6.1 9.5 92.6 4.75 155.0 2.36+ 68.8 1.18 48.2 0.60 50.9 0.30 36.6 0.15 21.6 0.075 18.6 Does this material meet the gradation requirement for the specified mix?

Structural Analysis
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Author:KASSIMALI, Aslam.
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Chapter2: Loads On Structures
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3.Calculate the amount of binder needed to prepare a briquette according to the values given.

Mass of Aggregate = 1,204.3g

Asphalt Content = 7.3%

 

1.
The following data were obtained when sieving a 509.5 g sample of aggregate for an
HL 3HS mix.
SIEVE SIZE (mm)
RETAINED MASS (g)
13.2
6.1
9.5
92.6
4.75
155.0
2.36+
68.8
1.18
48.2
0.60
50.9
0.30
36.6
0.15
21.6
0.075
18.6
Does this material meet the gradation requirement for the specified mix?
Can an aggregate which meets the requirements for HL 3 asphaltic mixes which are
established in OPSS 1150 (Nov. 2010) also be used for HL 3HS mixes?
2.
Transcribed Image Text:1. The following data were obtained when sieving a 509.5 g sample of aggregate for an HL 3HS mix. SIEVE SIZE (mm) RETAINED MASS (g) 13.2 6.1 9.5 92.6 4.75 155.0 2.36+ 68.8 1.18 48.2 0.60 50.9 0.30 36.6 0.15 21.6 0.075 18.6 Does this material meet the gradation requirement for the specified mix? Can an aggregate which meets the requirements for HL 3 asphaltic mixes which are established in OPSS 1150 (Nov. 2010) also be used for HL 3HS mixes? 2.
Use the values given below in the first table to complete the second table. Show all of your
calculations separately.
Test Data
Aggregate temperature
197.6°C
Asphalt temperature
161°C
Mass of asphalt
70.2 g
Blows per face
50
Relative density of asphalt, RDB
1.032
Asphalt absorption of aggregate, PBA
0.7%
Relative density of aggregate, RDG
2.81
Mass of briquette in air
1237.8 g
Mass of briquette submerged
720.5 g
Mass of aggregate, Mg
1199.5 g
Stability (uncorrected)
10080 N
Displacement
1.04 mm
4.
Transcribed Image Text:Use the values given below in the first table to complete the second table. Show all of your calculations separately. Test Data Aggregate temperature 197.6°C Asphalt temperature 161°C Mass of asphalt 70.2 g Blows per face 50 Relative density of asphalt, RDB 1.032 Asphalt absorption of aggregate, PBA 0.7% Relative density of aggregate, RDG 2.81 Mass of briquette in air 1237.8 g Mass of briquette submerged 720.5 g Mass of aggregate, Mg 1199.5 g Stability (uncorrected) 10080 N Displacement 1.04 mm 4.
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