Rehabilitation of Jointed Portland Cement Concrete Pavements:
SPS-6, Initial Evaluation and AnalysisAPPENDIX B: MATERIALS TESTING SUMMARIES
Table 92. Materials summary for Alabama.
Site: |
AL |
SHRP: |
All Core Sections |
|
Test |
Minimum Number per Layer |
Number Conducted |
Number Conducted at E |
Percent at E |
Percent of Required |
Sub Grade: |
|
|
|
|
|
Sieve Analysis |
3 |
|
|
|
0 |
Hydrometer to 0.001 mm |
3 |
|
|
|
0 |
Atterburg Limits |
3 |
|
|
|
0 |
Classification |
6 |
|
|
|
0 |
Moisture-Density Relations |
3 |
|
|
|
0 |
Resilient Modulus |
3 |
|
|
|
0 |
Unit Weight |
6 |
|
|
|
0 |
Natural Moisture Content |
3 |
5 |
5 |
100 |
167 |
Unbound Base and Subbase: |
|
|
|
|
|
Particle Size Analysis |
3 |
|
|
|
0 |
Sieve Analysis |
3 |
|
|
|
0 |
Atterburg Limits |
3 |
|
|
|
0 |
Moisture-Density Relations |
3 |
|
|
|
0 |
Resilient Modulus |
3 |
|
|
|
0 |
Classification |
3 |
|
|
|
0 |
Permeability |
3 |
|
|
|
0 |
Natural Moisture Content |
3 |
5 |
5 |
100 |
167 |
Treated Base: |
|
|
|
|
|
Type and Classification of Material and
Treatment |
3 |
|
|
|
0 |
Pozzolanic/Cementitious: Compressive
Strength |
3 |
|
|
|
0 |
Dynamic Modulus at 77 °F |
3 |
|
|
|
0 |
Portland Cement Concrete: |
|
|
|
|
|
Compressive Concrete Strength |
10 |
|
|
|
0 |
Splitting Tensile Strength |
10 |
|
|
|
0 |
PCC Coefficient of Thermal Expansion |
3 |
|
|
|
0 |
Static Modulus of Elasticity |
6 |
|
|
|
0 |
PCC Unit Weight |
10 |
|
|
|
0 |
Core Examination/Thickness |
23 |
|
|
|
0 |
Asphalt Concrete: |
|
|
|
|
|
Core Examination/Thickness |
20 |
3 |
3 |
100 |
15 |
Bulk Specific Gravity |
20 |
|
|
|
0 |
Maximum Specific Gravity |
3 |
|
|
|
0 |
Asphalt Content (Extraction) |
3 |
|
|
|
0 |
Moisture Susceptibility |
3 |
|
|
|
0 |
Creep Compliance |
3 |
|
|
|
0 |
Resilient Modulus/Tensile Strength |
3 |
|
|
|
0 |
Extracted Aggregate (from mix): |
|
|
|
|
|
Bulk Specific Gravity: Coarse Aggregate |
3 |
|
|
|
0 |
Bulk Specific Gravity: Fine Aggregate |
3 |
|
|
|
0 |
Type and Classification |
3 |
|
|
|
0 |
Gradation of Aggregate |
3 |
|
|
|
0 |
Roundness Index of Coarse Aggregate |
3 |
|
|
|
0 |
Aggregate Particle Shape |
3 |
|
|
|
0 |
Asphalt Cement (from mix): |
|
|
|
|
|
Abson Recovery |
3 |
|
|
|
0 |
Penetration at 50 °F, 77 °F, 90 °F |
3 |
|
|
|
0 |
Specific Gravity (60 °F) |
3 |
|
|
|
0 |
Viscosity at 77 °F |
3 |
|
|
|
0 |
Viscosity at 140 °F, 275 °F |
3 |
|
|
|
0 |
|
|
|
|
°C= (°F-32)/1.8
1 mm= .039 inch |
Table 93. Materials summary for Arizona.
Site: |
AL |
SHRP: |
All Core Sections |
|
Test |
Minimum Number per Layer |
Number Conducted |
Number Conducted at E |
Percent at E |
Percent of Required |
Sub Grade: |
|
|
|
|
|
Sieve Analysis |
3 |
2 |
2 |
100 |
67 |
Hydrometer to 0.001 mm |
3 |
2 |
2 |
100 |
67 |
Atterburg Limits |
3 |
2 |
2 |
100 |
67 |
Classification |
6 |
2 |
2 |
100 |
33 |
Moisture-Density Relations |
3 |
2 |
2 |
100 |
67 |
Resilient Modulus |
3 |
|
|
|
0 |
Unit Weight |
6 |
|
|
|
0 |
Natural Moisture Content |
3 |
7 |
7 |
100 |
233 |
Unbound Base and Subbase: |
|
|
|
|
|
Particle Size Analysis |
3 |
2 |
2 |
100 |
67 |
Sieve Analysis |
3 |
2 |
2 |
100 |
67 |
Atterburg Limits |
3 |
2 |
2 |
100 |
67 |
Moisture-Density Relations |
3 |
2 |
2 |
100 |
67 |
Resilient Modulus |
3 |
|
|
|
0 |
Classification |
3 |
2 |
2 |
100 |
67 |
Permeability |
3 |
2 |
2 |
100 |
67 |
Natural Moisture Content |
3 |
8 |
8 |
100 |
267 |
Treated Base: |
|
|
|
|
|
Type and Classification of Material and
Treatment |
3 |
4 |
4 |
100 |
133 |
Pozzolanic/Cementitious: Compressive
Strength |
3 |
4 |
4 |
100 |
133 |
Dynamic Modulus at 77 °F |
3 |
|
|
|
0 |
Portland Cement Concrete: |
|
|
|
|
|
Compressive Concrete Strength |
10 |
9 |
9 |
100 |
90 |
Splitting Tensile Strength |
10 |
10 |
10 |
100 |
100 |
PCC Coefficient of Thermal Expansion |
3 |
|
|
|
0 |
Static Modulus of Elasticity |
6 |
|
|
|
0 |
PCC Unit Weight |
10 |
9 |
9 |
100 |
90 |
Core Examination/Thickness |
23 |
31 |
31 |
100 |
135 |
Asphalt Concrete: |
|
|
|
|
|
Core Examination/Thickness |
20 |
20 |
20 |
100 |
100 |
Bulk Specific Gravity |
20 |
20 |
20 |
100 |
100 |
Maximum Specific Gravity |
3 |
3 |
3 |
100 |
100 |
Asphalt Content (Extraction) |
3 |
3 |
3 |
100 |
100 |
Moisture Susceptibility |
3 |
|
|
|
0 |
Creep Compliance |
3 |
|
|
|
0 |
Resilient Modulus/Tensile Strength |
3 |
|
|
|
0 |
Extracted Aggregate (from mix): |
|
|
|
|
|
Bulk Specific Gravity: Coarse Aggregate |
3 |
3 |
3 |
100 |
100 |
Bulk Specific Gravity: Fine Aggregate |
3 |
3 |
3 |
100 |
100 |
Type and Classification |
3 |
|
|
|
0 |
Gradation of Aggregate |
3 |
3 |
3 |
100 |
100 |
Roundness Index of Coarse Aggregate |
3 |
|
|
|
0 |
Aggregate Particle Shape |
3 |
|
|
|
0 |
Asphalt Cement (from mix): |
|
|
|
|
|
Abson Recovery |
3 |
3 |
3 |
100 |
100 |
Penetration at 50 °F, 77 °F, 90 °F |
3 |
3 |
3 |
100 |
100 |
Specific Gravity (60 °F) |
3 |
3 |
3 |
100 |
100 |
Viscosity at 77 °F |
3 |
|
|
|
0 |
Viscosity at 140 °F, 275 °F |
3 |
|
|
|
0 |
|
|
|
|
°C= (°F-32)/1.8
1 mm= .039 inch |
Table 94. Materials summary for Arkansas.
Site: |
AL |
SHRP: |
All Core Sections |
|
Test |
Minimum Number per Layer |
Number Conducted |
Number Conducted at E |
Percent at E |
Percent of Required |
Sub Grade: |
|
|
|
|
|
Sieve Analysis |
3 |
5 |
5 |
100 |
167 |
Hydrometer to 0.001 mm |
3 |
5 |
5 |
100 |
167 |
Atterburg Limits |
3 |
1 |
1 |
100 |
33 |
Classification |
6 |
5 |
5 |
100 |
83 |
Moisture-Density Relations |
3 |
2 |
2 |
100 |
67 |
Resilient Modulus |
3 |
|
|
|
0 |
Unit Weight |
6 |
|
|
|
0 |
Natural Moisture Content |
3 |
5 |
5 |
100 |
167 |
Unbound Base and Subbase: |
|
|
|
|
|
Particle Size Analysis |
3 |
|
|
|
0 |
Sieve Analysis |
3 |
|
|
|
0 |
Atterburg Limits |
3 |
|
|
|
0 |
Moisture-Density Relations |
3 |
|
|
|
0 |
Resilient Modulus |
3 |
|
|
|
0 |
Classification |
3 |
|
|
|
0 |
Permeability |
3 |
|
|
|
0 |
Natural Moisture Content |
3 |
|
|
|
0 |
Treated Base: |
|
|
|
|
|
Type and Classification of Material and
Treatment |
3 |
|
|
|
0 |
Pozzolanic/Cementitious: Compressive
Strength |
3 |
|
|
|
0 |
Dynamic Modulus at 77 °F |
3 |
|
|
|
0 |
Portland Cement Concrete: |
|
|
|
|
|
Compressive Concrete Strength |
10 |
|
|
|
0 |
Splitting Tensile Strength |
10 |
|
|
|
0 |
PCC Coefficient of Thermal Expansion |
3 |
|
|
|
0 |
Static Modulus of Elasticity |
6 |
|
|
|
0 |
PCC Unit Weight |
10 |
|
|
|
0 |
Core Examination/Thickness |
23 |
|
|
|
0 |
Asphalt Concrete: |
|
|
|
|
|
Core Examination/Thickness |
20 |
12 |
12 |
100 |
60 |
Bulk Specific Gravity |
20 |
11 |
11 |
100 |
55 |
Maximum Specific Gravity |
3 |
|
|
|
0 |
Asphalt Content (Extraction) |
3 |
|
|
|
0 |
Moisture Susceptibility |
3 |
|
|
|
0 |
Creep Compliance |
3 |
|
|
|
0 |
Resilient Modulus/Tensile Strength |
3 |
|
|
|
0 |
Extracted Aggregate (from mix): |
|
|
|
|
|
Bulk Specific Gravity: Coarse Aggregate |
3 |
|
|
|
0 |
Bulk Specific Gravity: Fine Aggregate |
3 |
|
|
|
0 |
Type and Classification |
3 |
|
|
|
0 |
Gradation of Aggregate |
3 |
|
|
|
0 |
Roundness Index of Coarse Aggregate |
3 |
|
|
|
0 |
Aggregate Particle Shape |
3 |
|
|
|
0 |
Asphalt Cement (from mix): |
|
|
|
|
|
Abson Recovery |
3 |
|
|
|
0 |
Penetration at 50 °F, 77 °F, 90 °F |
3 |
|
|
|
0 |
Specific Gravity (60 °F) |
3 |
|
|
|
0 |
Viscosity at 77 °F |
3 |
|
|
|
0 |
Viscosity at 140 °F, 275 °F |
3 |
|
|
|
0 |
|
|
|
|
°C= (°F-32)/1.8
1 mm= .039 inch |
Table 95. Materials summary for California.
Site: |
AL |
SHRP: |
All Core Sections |
|
Test |
Minimum Number per Layer |
Number Conducted |
Number Conducted at E |
Percent at E |
Percent of Required |
Sub Grade: |
|
|
|
|
|
Sieve Analysis |
3 |
|
|
|
0 |
Hydrometer to 0.001 mm |
3 |
|
|
|
0 |
Atterburg Limits |
3 |
|
|
|
0 |
Classification |
6 |
|
|
|
0 |
Moisture-Density Relations |
3 |
|
|
|
0 |
Resilient Modulus |
3 |
|
|
|
0 |
Unit Weight |
6 |
|
|
|
0 |
Natural Moisture Content |
3 |
|
|
|
0 |
Unbound Base and Subbase: |
|
|
|
|
|
Particle Size Analysis |
3 |
|
|
|
0 |
Sieve Analysis |
3 |
|
|
|
0 |
Atterburg Limits |
3 |
|
|
|
0 |
Moisture-Density Relations |
3 |
|
|
|
0 |
Resilient Modulus |
3 |
|
|
|
0 |
Classification |
3 |
|
|
|
0 |
Permeability |
3 |
|
|
|
0 |
Natural Moisture Content |
3 |
|
|
|
0 |
Treated Base: |
|
|
|
|
|
Type and Classification of Material and
Treatment |
3 |
|
|
|
0 |
Pozzolanic/Cementitious: Compressive
Strength |
3 |
|
|
|
0 |
Dynamic Modulus at 77 °F |
3 |
|
|
|
0 |
Portland Cement Concrete: |
|
|
|
|
|
Compressive Concrete Strength |
10 |
|
|
|
0 |
Splitting Tensile Strength |
10 |
|
|
|
0 |
PCC Coefficient of Thermal Expansion |
3 |
|
|
|
0 |
Static Modulus of Elasticity |
6 |
|
|
|
0 |
PCC Unit Weight |
10 |
|
|
|
0 |
Core Examination/Thickness |
23 |
|
|
|
0 |
Asphalt Concrete: |
|
|
|
|
|
Core Examination/Thickness |
20 |
|
|
|
0 |
Bulk Specific Gravity |
20 |
|
|
|
0 |
Maximum Specific Gravity |
3 |
|
|
|
0 |
Asphalt Content (Extraction) |
3 |
|
|
|
0 |
Moisture Susceptibility |
3 |
|
|
|
0 |
Creep Compliance |
3 |
|
|
|
0 |
Resilient Modulus/Tensile Strength |
3 |
|
|
|
0 |
Extracted Aggregate (from mix): |
|
|
|
|
|
Bulk Specific Gravity: Coarse Aggregate |
3 |
|
|
|
0 |
Bulk Specific Gravity: Fine Aggregate |
3 |
|
|
|
0 |
Type and Classification |
3 |
|
|
|
0 |
Gradation of Aggregate |
3 |
|
|
|
0 |
Roundness Index of Coarse Aggregate |
3 |
|
|
|
0 |
Aggregate Particle Shape |
3 |
|
|
|
0 |
Asphalt Cement (from mix): |
|
|
|
|
|
Abson Recovery |
3 |
|
|
|
0 |
Penetration at 50 °F, 77 °F, 90 °F |
3 |
|
|
|
0 |
Specific Gravity (60 °F) |
3 |
|
|
|
0 |
Viscosity at 77 °F |
3 |
|
|
|
0 |
Viscosity at 140 °F, 275 °F |
3 |
|
|
|
0 |
|
|
|
|
°C= (°F-32)/1.8
1 mm= .039 inch |
Table 96. Materials summary for Illinois.
Site: |
AL |
SHRP: |
All Core Sections |
|
Test |
Minimum Number per Layer |
Number Conducted |
Number Conducted at E |
Percent at E |
Percent of Required |
Sub Grade: |
|
|
|
|
|
Sieve Analysis |
3 |
2 |
0 |
0 |
67 |
Hydrometer to 0.001 mm |
3 |
2 |
0 |
0 |
67 |
Atterburg Limits |
3 |
2 |
2 |
100 |
67 |
Classification |
6 |
2 |
0 |
0 |
33 |
Moisture-Density Relations |
3 |
2 |
2 |
100 |
67 |
Resilient Modulus |
3 |
|
|
|
0 |
Unit Weight |
6 |
|
|
|
0 |
Natural Moisture Content |
3 |
|
|
|
0 |
Unbound Base and Subbase: |
|
|
|
|
|
Particle Size Analysis |
3 |
2 |
0 |
0 |
67 |
Sieve Analysis |
3 |
2 |
0 |
0 |
67 |
Atterburg Limits |
3 |
2 |
2 |
0 |
67 |
Moisture-Density Relations |
3 |
2 |
0 |
100 |
67 |
Resilient Modulus |
3 |
|
|
|
0 |
Classification |
3 |
2 |
0 |
0 |
67 |
Permeability |
3 |
|
|
|
0 |
Natural Moisture Content |
3 |
|
|
|
0 |
Treated Base: |
|
|
|
|
|
Type and Classification of Material and
Treatment |
3 |
|
|
|
0 |
Pozzolanic/Cementitious: Compressive
Strength |
3 |
|
|
|
0 |
Dynamic Modulus at 77 °F |
3 |
|
|
|
0 |
Portland Cement Concrete: |
|
|
|
|
|
Compressive Concrete Strength |
10 |
9 |
8 |
89 |
90 |
Splitting Tensile Strength |
10 |
8 |
8 |
100 |
80 |
PCC Coefficient of Thermal Expansion |
3 |
|
0 |
|
0 |
Static Modulus of Elasticity |
6 |
5 |
|
0 |
83 |
PCC Unit Weight |
10 |
9 |
9 |
100 |
90 |
Core Examination/Thickness |
23 |
18 |
18 |
100 |
78 |
Asphalt Concrete: |
|
|
|
|
|
Core Examination/Thickness |
20 |
1 |
1 |
100 |
5 |
Bulk Specific Gravity |
20 |
20 |
20 |
100 |
100 |
Maximum Specific Gravity |
3 |
|
|
|
0 |
Asphalt Content (Extraction) |
3 |
|
|
|
0 |
Moisture Susceptibility |
3 |
|
|
|
0 |
Creep Compliance |
3 |
|
|
|
0 |
Resilient Modulus/Tensile Strength |
3 |
|
|
|
0 |
Extracted Aggregate (from mix): |
|
|
|
|
|
Bulk Specific Gravity: Coarse Aggregate |
3 |
|
|
|
0 |
Bulk Specific Gravity: Fine Aggregate |
3 |
|
|
|
0 |
Type and Classification |
3 |
|
|
|
0 |
Gradation of Aggregate |
3 |
|
|
|
0 |
Roundness Index of Coarse Aggregate |
3 |
|
|
|
0 |
Aggregate Particle Shape |
3 |
|
|
|
0 |
Asphalt Cement (from mix): |
|
|
|
|
|
Abson Recovery |
3 |
|
|
|
0 |
Penetration at 50 °F, 77 °F, 90 °F |
3 |
|
|
|
0 |
Specific Gravity (60 °F) |
3 |
|
|
|
0 |
Viscosity at 77 °F |
3 |
|
|
|
0 |
Viscosity at 140 °F, 275 °F |
3 |
|
|
|
0 |
|
|
|
|
°C= (°F-32)/1.8
1 mm= .039 inch |
Table 97. Materials summary for Indiana.
Site: |
AL |
SHRP: |
All Core Sections |
|
Test |
Minimum Number per Layer |
Number Conducted |
Number Conducted at E |
Percent at E |
Percent of Required |
Sub Grade: |
|
|
|
|
|
Sieve Analysis |
3 |
|
|
|
0 |
Hydrometer to 0.001 mm |
3 |
|
|
|
0 |
Atterburg Limits |
3 |
|
|
|
0 |
Classification |
6 |
|
|
|
0 |
Moisture-Density Relations |
3 |
|
|
|
0 |
Resilient Modulus |
3 |
|
|
|
0 |
Unit Weight |
6 |
|
|
|
0 |
Natural Moisture Content |
3 |
|
|
|
0 |
Unbound Base and Subbase: |
|
|
|
|
|
Particle Size Analysis |
3 |
|
|
|
0 |
Sieve Analysis |
3 |
|
|
|
0 |
Atterburg Limits |
3 |
|
|
|
0 |
Moisture-Density Relations |
3 |
|
|
|
0 |
Resilient Modulus |
3 |
|
|
|
0 |
Classification |
3 |
|
|
|
0 |
Permeability |
3 |
|
|
|
0 |
Natural Moisture Content |
3 |
|
|
|
0 |
Treated Base: |
|
|
|
|
|
Type and Classification of Material and
Treatment |
3 |
|
|
|
0 |
Pozzolanic/Cementitious: Compressive
Strength |
3 |
|
|
|
0 |
Dynamic Modulus at 77 °F |
3 |
|
|
|
0 |
Portland Cement Concrete: |
|
|
|
|
|
Compressive Concrete Strength |
10 |
|
|
|
0 |
Splitting Tensile Strength |
10 |
|
|
|
0 |
PCC Coefficient of Thermal Expansion |
3 |
|
|
|
0 |
Static Modulus of Elasticity |
6 |
|
|
|
0 |
PCC Unit Weight |
10 |
|
|
|
0 |
Core Examination/Thickness |
23 |
|
|
|
0 |
Asphalt Concrete: |
|
|
|
|
|
Core Examination/Thickness |
20 |
|
|
|
0 |
Bulk Specific Gravity |
20 |
|
|
|
0 |
Maximum Specific Gravity |
3 |
|
|
|
0 |
Asphalt Content (Extraction) |
3 |
|
|
|
0 |
Moisture Susceptibility |
3 |
|
|
|
0 |
Creep Compliance |
3 |
|
|
|
0 |
Resilient Modulus/Tensile Strength |
3 |
|
|
|
0 |
Extracted Aggregate (from mix): |
|
|
|
|
|
Bulk Specific Gravity: Coarse Aggregate |
3 |
|
|
|
0 |
Bulk Specific Gravity: Fine Aggregate |
3 |
|
|
|
0 |
Type and Classification |
3 |
|
|
|
0 |
Gradation of Aggregate |
3 |
|
|
|
0 |
Roundness Index of Coarse Aggregate |
3 |
|
|
|
0 |
Aggregate Particle Shape |
3 |
|
|
|
0 |
Asphalt Cement (from mix): |
|
|
|
|
|
Abson Recovery |
3 |
|
|
|
0 |
Penetration at 50 °F, 77 °F, 90 °F |
3 |
|
|
|
0 |
Specific Gravity (60 °F) |
3 |
|
|
|
0 |
Viscosity at 77 °F |
3 |
|
|
|
0 |
Viscosity at 140 °F, 275 °F |
3 |
|
|
|
0 |
|
|
|
|
°C= (°F-32)/1.8
1 mm= .039 inch |
Table 98. Materials summary for Iowa.
Site: |
AL |
SHRP: |
All Core Sections |
|
Test |
Minimum Number per Layer |
Number Conducted |
Number Conducted at E |
Percent at E |
Percent of Required |
Sub Grade: |
|
|
|
|
|
Sieve Analysis |
3 |
3 |
3 |
100 |
100 |
Hydrometer to 0.001 mm |
3 |
3 |
2 |
67 |
100 |
Atterburg Limits |
3 |
3 |
3 |
100 |
100 |
Classification |
6 |
3 |
3 |
100 |
50 |
Moisture-Density Relations |
3 |
3 |
3 |
100 |
100 |
Resilient Modulus |
3 |
4 |
0 |
0 |
133 |
Unit Weight |
6 |
|
|
|
0 |
Natural Moisture Content |
3 |
6 |
6 |
100 |
200 |
Unbound Base and Subbase: |
|
|
|
|
|
Particle Size Analysis |
3 |
3 |
3 |
100 |
100 |
Sieve Analysis |
3 |
3 |
3 |
100 |
100 |
Atterburg Limits |
3 |
3 |
0 |
0 |
100 |
Moisture-Density Relations |
3 |
3 |
3 |
100 |
100 |
Resilient Modulus |
3 |
|
|
|
0 |
Classification |
3 |
3 |
3 |
100 |
100 |
Permeability |
3 |
|
|
|
0 |
Natural Moisture Content |
3 |
8 |
6 |
75 |
267 |
Treated Base: |
|
|
|
|
|
Type and Classification of Material and
Treatment |
3 |
|
|
|
0 |
Pozzolanic/Cementitious: Compressive
Strength |
3 |
|
|
|
0 |
Dynamic Modulus at 77 °F |
3 |
|
|
|
0 |
Portland Cement Concrete: |
|
|
|
|
|
Compressive Concrete Strength |
10 |
|
|
|
0 |
Splitting Tensile Strength |
10 |
|
|
|
0 |
PCC Coefficient of Thermal Expansion |
3 |
|
|
|
0 |
Static Modulus of Elasticity |
6 |
|
|
|
0 |
PCC Unit Weight |
10 |
|
|
|
0 |
Core Examination/Thickness |
23 |
|
|
|
0 |
Asphalt Concrete: |
|
|
|
|
|
Core Examination/Thickness |
20 |
|
|
|
0 |
Bulk Specific Gravity |
20 |
|
|
|
0 |
Maximum Specific Gravity |
3 |
|
|
|
0 |
Asphalt Content (Extraction) |
3 |
|
|
|
0 |
Moisture Susceptibility |
3 |
|
|
|
0 |
Creep Compliance |
3 |
|
|
|
0 |
Resilient Modulus/Tensile Strength |
3 |
|
|
|
0 |
Extracted Aggregate (from mix): |
|
|
|
|
|
Bulk Specific Gravity: Coarse Aggregate |
3 |
|
|
|
0 |
Bulk Specific Gravity: Fine Aggregate |
3 |
|
|
|
0 |
Type and Classification |
3 |
|
|
|
0 |
Gradation of Aggregate |
3 |
|
|
|
0 |
Roundness Index of Coarse Aggregate |
3 |
|
|
|
0 |
Aggregate Particle Shape |
3 |
|
|
|
0 |
Asphalt Cement (from mix): |
|
|
|
|
|
Abson Recovery |
3 |
|
|
|
0 |
Penetration at 50 °F, 77 °F, 90 °F |
3 |
|
|
|
0 |
Specific Gravity (60 °F) |
3 |
|
|
|
0 |
Viscosity at 77 °F |
3 |
|
|
|
0 |
Viscosity at 140 °F, 275 °F |
3 |
|
|
|
0 |
|
|
|
|
°C= (°F-32)/1.8
1 mm= .039 inch |
Table 99. Materials summary for Michigan.
Site: |
AL |
SHRP: |
All Core Sections |
|
Test |
Minimum Number per Layer |
Number Conducted |
Number Conducted at E |
Percent at E |
Percent of Required |
Sub Grade: |
|
|
|
|
|
Sieve Analysis |
3 |
1 |
0 |
0 |
33 |
Hydrometer to 0.001 mm |
3 |
1 |
1 |
100 |
33 |
Atterburg Limits |
3 |
1 |
1 |
100 |
33 |
Classification |
6 |
1 |
0 |
0 |
17 |
Moisture-Density Relations |
3 |
1 |
1 |
100 |
33 |
Resilient Modulus |
3 |
|
|
|
0 |
Unit Weight |
6 |
|
|
|
0 |
Natural Moisture Content |
3 |
1 |
1 |
100 |
33 |
Unbound Base and Subbase: |
|
|
|
|
|
Particle Size Analysis |
3 |
3 |
0 |
0 |
100 |
Sieve Analysis |
3 |
3 |
0 |
0 |
100 |
Atterburg Limits |
3 |
3 |
0 |
0 |
100 |
Moisture-Density Relations |
3 |
3 |
3 |
100 |
100 |
Resilient Modulus |
3 |
|
|
|
0 |
Classification |
3 |
3 |
3 |
100 |
100 |
Permeability |
3 |
|
|
|
0 |
Natural Moisture Content |
3 |
3 |
3 |
100 |
100 |
Treated Base: |
|
|
|
|
|
Type and Classification of Material and
Treatment |
3 |
|
|
|
0 |
Pozzolanic/Cementitious: Compressive
Strength |
3 |
|
|
|
0 |
Dynamic Modulus at 77 °F |
3 |
|
|
|
0 |
Portland Cement Concrete: |
|
|
|
|
|
Compressive Concrete Strength |
10 |
18 |
18 |
100 |
180 |
Splitting Tensile Strength |
10 |
7 |
6 |
86 |
70 |
PCC Coefficient of Thermal Expansion |
3 |
|
|
|
0 |
Static Modulus of Elasticity |
6 |
17 |
15 |
88 |
283 |
PCC Unit Weight |
10 |
|
|
|
0 |
Core Examination/Thickness |
23 |
25 |
25 |
100 |
109 |
Asphalt Concrete: |
|
|
|
|
|
Core Examination/Thickness |
20 |
20 |
20 |
100 |
100 |
Bulk Specific Gravity |
20 |
60 |
4 |
7 |
300 |
Maximum Specific Gravity |
3 |
80 |
4 |
7 |
2000 |
Asphalt Content (Extraction) |
3 |
|
|
|
0 |
Moisture Susceptibility |
3 |
|
|
|
0 |
Creep Compliance |
3 |
|
|
|
0 |
Resilient Modulus/Tensile Strength |
3 |
|
|
|
0 |
Extracted Aggregate (from mix): |
|
|
|
|
|
Bulk Specific Gravity: Coarse Aggregate |
3 |
|
|
|
0 |
Bulk Specific Gravity: Fine Aggregate |
3 |
|
|
|
0 |
Type and Classification |
3 |
|
|
|
0 |
Gradation of Aggregate |
3 |
60 |
4 |
7 |
2000 |
Roundness Index of Coarse Aggregate |
3 |
|
|
|
0 |
Aggregate Particle Shape |
3 |
60 |
4 |
7 |
2000 |
Asphalt Cement (from mix): |
|
|
|
|
|
Abson Recovery |
3 |
|
|
|
0 |
Penetration at 50 °F, 77 °F, 90 °F |
3 |
|
|
|
0 |
Specific Gravity (60 °F) |
3 |
|
|
|
0 |
Viscosity at 77 °F |
3 |
|
|
|
0 |
Viscosity at 140 °F, 275 °F |
3 |
|
|
|
0 |
|
|
|
|
°C= (°F-32)/1.8
1 mm= .039 inch |
Table 100. Materials summary for Missouri.
Site: |
AL |
SHRP: |
All Core Sections |
|
Test |
Minimum Number per Layer |
Number Conducted |
Number Conducted at E |
Percent at E |
Percent of Required |
Sub Grade: |
|
|
|
|
|
Sieve Analysis |
3 |
5 |
2 |
40 |
167 |
Hydrometer to 0.001 mm |
3 |
5 |
0 |
0 |
167 |
Atterburg Limits |
3 |
5 |
5 |
100 |
167 |
Classification |
6 |
5 |
1 |
20 |
83 |
Moisture-Density Relations |
3 |
5 |
5 |
100 |
167 |
Resilient Modulus |
3 |
|
|
|
0 |
Unit Weight |
6 |
|
|
|
0 |
Natural Moisture Content |
3 |
5 |
5 |
100 |
167 |
Unbound Base and Subbase: |
|
|
|
|
|
Particle Size Analysis |
3 |
5 |
5 |
100 |
167 |
Sieve Analysis |
3 |
5 |
5 |
100 |
167 |
Atterburg Limits |
3 |
5 |
5 |
100 |
167 |
Moisture-Density Relations |
3 |
5 |
5 |
100 |
167 |
Resilient Modulus |
3 |
|
|
|
0 |
Classification |
3 |
5 |
2 |
40 |
167 |
Permeability |
3 |
1 |
0 |
0 |
33 |
Natural Moisture Content |
3 |
4 |
4 |
100 |
133 |
Treated Base: |
|
|
|
|
|
Type and Classification of Material and
Treatment |
3 |
|
|
|
0 |
Pozzolanic/Cementitious: Compressive
Strength |
3 |
|
|
|
0 |
Dynamic Modulus at 77 °F |
3 |
|
|
|
0 |
Portland Cement Concrete: |
|
|
|
|
|
Compressive Concrete Strength |
10 |
11 |
11 |
100 |
110 |
Splitting Tensile Strength |
10 |
13 |
13 |
100 |
130 |
PCC Coefficient of Thermal Expansion |
3 |
|
|
|
0 |
Static Modulus of Elasticity |
6 |
8 |
8 |
100 |
133 |
PCC Unit Weight |
10 |
11 |
10 |
91 |
110 |
Core Examination/Thickness |
23 |
31 |
31 |
100 |
135 |
Asphalt Concrete: |
|
|
|
|
|
Core Examination/Thickness |
20 |
|
|
|
0 |
Bulk Specific Gravity |
20 |
|
|
|
0 |
Maximum Specific Gravity |
3 |
|
|
|
0 |
Asphalt Content (Extraction) |
3 |
|
|
|
0 |
Moisture Susceptibility |
3 |
|
|
|
0 |
Creep Compliance |
3 |
|
|
|
0 |
Resilient Modulus/Tensile Strength |
3 |
|
|
|
0 |
Extracted Aggregate (from mix): |
|
|
|
|
|
Bulk Specific Gravity: Coarse Aggregate |
3 |
|
|
|
0 |
Bulk Specific Gravity: Fine Aggregate |
3 |
|
|
|
0 |
Type and Classification |
3 |
|
|
|
0 |
Gradation of Aggregate |
3 |
|
|
|
0 |
Roundness Index of Coarse Aggregate |
3 |
|
|
|
0 |
Aggregate Particle Shape |
3 |
|
|
|
0 |
Asphalt Cement (from mix): |
|
|
|
|
|
Abson Recovery |
3 |
|
|
|
0 |
Penetration at 50 °F, 77 °F, 90 °F |
3 |
|
|
|
0 |
Specific Gravity (60 °F) |
3 |
|
|
|
0 |
Viscosity at 77 °F |
3 |
|
|
|
0 |
Viscosity at 140 °F, 275 °F |
3 |
|
|
|
0 |
|
|
|
|
°C= (°F-32)/1.8
1 mm= .039 inch |
Table 101. Materials summary for Missouri(A).
Site: |
AL |
SHRP: |
All Core Sections |
|
Test |
Minimum Number per Layer |
Number Conducted |
Number Conducted at E |
Percent at E |
Percent of Required |
Sub Grade: |
|
|
|
|
|
Sieve Analysis |
3 |
|
|
|
0 |
Hydrometer to 0.001 mm |
3 |
|
|
|
0 |
Atterburg Limits |
3 |
|
|
|
0 |
Classification |
6 |
|
|
|
0 |
Moisture-Density Relations |
3 |
|
|
|
0 |
Resilient Modulus |
3 |
|
|
|
0 |
Unit Weight |
6 |
|
|
|
0 |
Natural Moisture Content |
3 |
|
|
|
0 |
Unbound Base and Subbase: |
|
|
|
|
|
Particle Size Analysis |
3 |
|
|
|
0 |
Sieve Analysis |
3 |
|
|
|
0 |
Atterburg Limits |
3 |
|
|
|
0 |
Moisture-Density Relations |
3 |
|
|
|
0 |
Resilient Modulus |
3 |
|
|
|
0 |
Classification |
3 |
|
|
|
0 |
Permeability |
3 |
|
|
|
0 |
Natural Moisture Content |
3 |
|
|
|
0 |
Treated Base: |
|
|
|
|
|
Type and Classification of Material and
Treatment |
3 |
|
|
|
0 |
Pozzolanic/Cementitious: Compressive
Strength |
3 |
|
|
|
0 |
Dynamic Modulus at 77 °F |
3 |
|
|
|
0 |
Portland Cement Concrete: |
|
|
|
|
|
Compressive Concrete Strength |
10 |
|
|
|
0 |
Splitting Tensile Strength |
10 |
|
|
|
0 |
PCC Coefficient of Thermal Expansion |
3 |
|
|
|
0 |
Static Modulus of Elasticity |
6 |
|
|
|
0 |
PCC Unit Weight |
10 |
|
|
|
0 |
Core Examination/Thickness |
23 |
|
|
|
0 |
Asphalt Concrete: |
|
|
|
|
|
Core Examination/Thickness |
20 |
|
|
|
0 |
Bulk Specific Gravity |
20 |
|
|
|
0 |
Maximum Specific Gravity |
3 |
|
|
|
0 |
Asphalt Content (Extraction) |
3 |
|
|
|
0 |
Moisture Susceptibility |
3 |
|
|
|
0 |
Creep Compliance |
3 |
|
|
|
0 |
Resilient Modulus/Tensile Strength |
3 |
|
|
|
0 |
Extracted Aggregate (from mix): |
|
|
|
|
|
Bulk Specific Gravity: Coarse Aggregate |
3 |
|
|
|
0 |
Bulk Specific Gravity: Fine Aggregate |
3 |
|
|
|
0 |
Type and Classification |
3 |
|
|
|
0 |
Gradation of Aggregate |
3 |
|
|
|
0 |
Roundness Index of Coarse Aggregate |
3 |
|
|
|
0 |
Aggregate Particle Shape |
3 |
|
|
|
0 |
Asphalt Cement (from mix): |
|
|
|
|
|
Abson Recovery |
3 |
|
|
|
0 |
Penetration at 50 °F, 77 °F, 90 °F |
3 |
|
|
|
0 |
Specific Gravity (60 °F) |
3 |
|
|
|
0 |
Viscosity at 77 °F |
3 |
|
|
|
0 |
Viscosity at 140 °F, 275 °F |
3 |
|
|
|
0 |
|
|
|
|
°C= (°F-32)/1.8
1 mm= .039 inch |
Table 102. Materials summary for Oklahoma.
Site: |
AL |
SHRP: |
All Core Sections |
|
Test |
Minimum Number per Layer |
Number Conducted |
Number Conducted at E |
Percent at E |
Percent of Required |
Sub Grade: |
|
|
|
|
|
Sieve Analysis |
3 |
3 |
3 |
100 |
100 |
Hydrometer to 0.001 mm |
3 |
3 |
3 |
100 |
100 |
Atterburg Limits |
3 |
3 |
3 |
100 |
100 |
Classification |
6 |
3 |
3 |
100 |
50 |
Moisture-Density Relations |
3 |
3 |
3 |
100 |
100 |
Resilient Modulus |
3 |
3 |
3 |
100 |
100 |
Unit Weight |
6 |
3 |
3 |
100 |
50 |
Natural Moisture Content |
3 |
3 |
3 |
100 |
100 |
Unbound Base and Subbase: |
|
|
|
|
|
Particle Size Analysis |
3 |
3 |
3 |
100 |
100 |
Sieve Analysis |
3 |
3 |
3 |
100 |
100 |
Atterburg Limits |
3 |
3 |
3 |
100 |
100 |
Moisture-Density Relations |
3 |
3 |
3 |
100 |
100 |
Resilient Modulus |
3 |
|
|
|
0 |
Classification |
3 |
3 |
3 |
100 |
100 |
Permeability |
3 |
|
|
|
0 |
Natural Moisture Content |
3 |
3 |
3 |
100 |
100 |
Treated Base: |
|
|
|
|
|
Type and Classification of Material and
Treatment |
3 |
|
|
|
0 |
Pozzolanic/Cementitious: Compressive
Strength |
3 |
|
|
|
0 |
Dynamic Modulus at 77 °F |
3 |
|
|
|
0 |
Portland Cement Concrete: |
|
|
|
|
|
Compressive Concrete Strength |
10 |
10 |
10 |
100 |
100 |
Splitting Tensile Strength |
10 |
10 |
10 |
100 |
100 |
PCC Coefficient of Thermal Expansion |
3 |
|
|
|
0 |
Static Modulus of Elasticity |
6 |
6 |
6 |
100 |
100 |
PCC Unit Weight |
10 |
10 |
10 |
100 |
100 |
Core Examination/Thickness |
23 |
23 |
23 |
100 |
100 |
Asphalt Concrete: |
|
|
|
|
|
Core Examination/Thickness |
20 |
20 |
20 |
100 |
100 |
Bulk Specific Gravity |
20 |
20 |
20 |
100 |
100 |
Maximum Specific Gravity |
3 |
|
|
|
0 |
Asphalt Content (Extraction) |
3 |
|
|
|
0 |
Moisture Susceptibility |
3 |
|
|
|
0 |
Creep Compliance |
3 |
|
|
|
0 |
Resilient Modulus/Tensile Strength |
3 |
12 |
0 |
0 |
400 |
Extracted Aggregate (from mix): |
|
|
|
|
|
Bulk Specific Gravity: Coarse Aggregate |
3 |
|
|
|
0 |
Bulk Specific Gravity: Fine Aggregate |
3 |
|
|
|
0 |
Type and Classification |
3 |
|
|
|
0 |
Gradation of Aggregate |
3 |
|
|
|
0 |
Roundness Index of Coarse Aggregate |
3 |
|
|
|
0 |
Aggregate Particle Shape |
3 |
|
|
|
0 |
Asphalt Cement (from mix): |
|
|
|
|
|
Abson Recovery |
3 |
|
|
|
0 |
Penetration at 50 °F, 77 °F, 90 °F |
3 |
|
|
|
0 |
Specific Gravity (60 °F) |
3 |
|
|
|
0 |
Viscosity at 77 °F |
3 |
|
|
|
0 |
Viscosity at 140 °F, 275 °F |
3 |
|
|
|
0 |
|
|
|
|
°C= (°F-32)/1.8
1 mm= .039 inch |
Table 103. Materials summary for Pennsylvania.
Site: |
AL |
SHRP: |
All Core Sections |
|
Test |
Minimum Number per Layer |
Number Conducted |
Number Conducted at E |
Percent at E |
Percent of Required |
Sub Grade: |
|
|
|
|
|
Sieve Analysis |
3 |
2 |
2 |
100 |
67 |
Hydrometer to 0.001 mm |
3 |
2 |
2 |
100 |
67 |
Atterburg Limits |
3 |
2 |
2 |
100 |
67 |
Classification |
6 |
2 |
2 |
100 |
33 |
Moisture-Density Relations |
3 |
2 |
2 |
100 |
67 |
Resilient Modulus |
3 |
|
|
|
0 |
Unit Weight |
6 |
|
|
|
0 |
Natural Moisture Content |
3 |
2 |
2 |
100 |
67 |
Unbound Base and Subbase: |
|
|
|
|
|
Particle Size Analysis |
3 |
2 |
2 |
100 |
67 |
Sieve Analysis |
3 |
2 |
2 |
100 |
67 |
Atterburg Limits |
3 |
2 |
0 |
0 |
67 |
Moisture-Density Relations |
3 |
2 |
2 |
100 |
67 |
Resilient Modulus |
3 |
|
|
|
0 |
Classification |
3 |
2 |
2 |
100 |
67 |
Permeability |
3 |
|
|
|
0 |
Natural Moisture Content |
3 |
2 |
2 |
100 |
67 |
Treated Base: |
|
|
|
|
|
Type and Classification of Material and
Treatment |
3 |
|
|
|
0 |
Pozzolanic/Cementitious: Compressive
Strength |
3 |
|
|
|
0 |
Dynamic Modulus at 77 °F |
3 |
|
|
|
0 |
Portland Cement Concrete: |
|
|
|
|
|
Compressive Concrete Strength |
10 |
6 |
6 |
100 |
60 |
Splitting Tensile Strength |
10 |
7 |
3 |
43 |
70 |
PCC Coefficient of Thermal Expansion |
3 |
|
|
|
0 |
Static Modulus of Elasticity |
6 |
3 |
3 |
100 |
50 |
PCC Unit Weight |
10 |
6 |
6 |
100 |
60 |
Core Examination/Thickness |
23 |
17 |
17 |
100 |
74 |
Asphalt Concrete: |
|
|
|
|
|
Core Examination/Thickness |
20 |
19 |
18 |
95 |
95 |
Bulk Specific Gravity |
20 |
|
|
|
0 |
Maximum Specific Gravity |
3 |
|
|
|
0 |
Asphalt Content (Extraction) |
3 |
|
|
|
0 |
Moisture Susceptibility |
3 |
|
|
|
0 |
Creep Compliance |
3 |
|
|
|
0 |
Resilient Modulus/Tensile Strength |
3 |
|
|
|
0 |
Extracted Aggregate (from mix): |
|
|
|
|
|
Bulk Specific Gravity: Coarse Aggregate |
3 |
|
|
|
0 |
Bulk Specific Gravity: Fine Aggregate |
3 |
|
|
|
0 |
Type and Classification |
3 |
|
|
|
0 |
Gradation of Aggregate |
3 |
|
|
|
0 |
Roundness Index of Coarse Aggregate |
3 |
|
|
|
0 |
Aggregate Particle Shape |
3 |
|
|
|
0 |
Asphalt Cement (from mix): |
|
|
|
|
|
Abson Recovery |
3 |
|
|
|
0 |
Penetration at 50 °F, 77 °F, 90 °F |
3 |
|
|
|
0 |
Specific Gravity (60 °F) |
3 |
|
|
|
0 |
Viscosity at 77 °F |
3 |
|
|
|
0 |
Viscosity at 140 °F, 275 °F |
3 |
|
|
|
0 |
|
|
|
|
°C= (°F-32)/1.8
1 mm= .039 inch |
Table 104. Materials summary for South Dakota.
Site: |
AL |
SHRP: |
All Core Sections |
|
Test |
Minimum Number per Layer |
Number Conducted |
Number Conducted at E |
Percent at E |
Percent of Required |
Sub Grade: |
|
|
|
|
|
Sieve Analysis |
3 |
2 |
0 |
0 |
67 |
Hydrometer to 0.001 mm |
3 |
8 |
2 |
25 |
267 |
Atterburg Limits |
3 |
9 |
9 |
100 |
300 |
Classification |
6 |
2 |
2 |
100 |
33 |
Moisture-Density Relations |
3 |
8 |
8 |
100 |
267 |
Resilient Modulus |
3 |
|
|
|
0 |
Unit Weight |
6 |
|
|
|
0 |
Natural Moisture Content |
3 |
7 |
7 |
100 |
233 |
Unbound Base and Subbase: |
|
|
|
|
|
Particle Size Analysis |
3 |
|
|
|
0 |
Sieve Analysis |
3 |
|
|
|
0 |
Atterburg Limits |
3 |
|
|
|
0 |
Moisture-Density Relations |
3 |
|
|
|
0 |
Resilient Modulus |
3 |
|
|
|
0 |
Classification |
3 |
|
|
|
0 |
Permeability |
3 |
|
|
|
0 |
Natural Moisture Content |
3 |
|
|
|
0 |
Treated Base: |
|
|
|
|
|
Type and Classification of Material and
Treatment |
3 |
|
|
|
0 |
Pozzolanic/Cementitious: Compressive
Strength |
3 |
|
|
|
0 |
Dynamic Modulus at 77 °F |
3 |
|
|
|
0 |
Portland Cement Concrete: |
|
|
|
|
|
Compressive Concrete Strength |
10 |
|
|
|
0 |
Splitting Tensile Strength |
10 |
|
|
|
0 |
PCC Coefficient of Thermal Expansion |
3 |
|
|
|
0 |
Static Modulus of Elasticity |
6 |
|
|
|
0 |
PCC Unit Weight |
10 |
|
|
|
0 |
Core Examination/Thickness |
23 |
|
|
|
0 |
Asphalt Concrete: |
|
|
|
|
|
Core Examination/Thickness |
20 |
|
|
|
0 |
Bulk Specific Gravity |
20 |
|
|
|
0 |
Maximum Specific Gravity |
3 |
|
|
|
0 |
Asphalt Content (Extraction) |
3 |
|
|
|
0 |
Moisture Susceptibility |
3 |
|
|
|
0 |
Creep Compliance |
3 |
|
|
|
0 |
Resilient Modulus/Tensile Strength |
3 |
|
|
|
0 |
Extracted Aggregate (from mix): |
|
|
|
|
|
Bulk Specific Gravity: Coarse Aggregate |
3 |
|
|
|
0 |
Bulk Specific Gravity: Fine Aggregate |
3 |
|
|
|
0 |
Type and Classification |
3 |
|
|
|
0 |
Gradation of Aggregate |
3 |
|
|
|
0 |
Roundness Index of Coarse Aggregate |
3 |
|
|
|
0 |
Aggregate Particle Shape |
3 |
|
|
|
0 |
Asphalt Cement (from mix): |
|
|
|
|
|
Abson Recovery |
3 |
|
|
|
0 |
Penetration at 50 °F, 77 °F, 90 °F |
3 |
|
|
|
0 |
Specific Gravity (60 °F) |
3 |
|
|
|
0 |
Viscosity at 77 °F |
3 |
|
|
|
0 |
Viscosity at 140 °F, 275 °F |
3 |
|
|
|
0 |
|
|
|
|
°C= (°F-32)/1.8
1 mm= .039 inch |
Table 105. Materials summary for Tennessee.
Site: |
AL |
SHRP: |
All Core Sections |
|
Test |
Minimum Number per Layer |
Number Conducted |
Number Conducted at E |
Percent at E |
Percent of Required |
Sub Grade: |
|
|
|
|
|
Sieve Analysis |
3 |
3 |
3 |
100 |
100 |
Hydrometer to 0.001 mm |
3 |
3 |
3 |
100 |
100 |
Atterburg Limits |
3 |
3 |
3 |
100 |
100 |
Classification |
6 |
9 |
9 |
100 |
150 |
Moisture-Density Relations |
3 |
3 |
3 |
100 |
100 |
Resilient Modulus |
3 |
3 |
3 |
100 |
100 |
Unit Weight |
6 |
3 |
3 |
100 |
50 |
Natural Moisture Content |
3 |
3 |
3 |
100 |
100 |
Unbound Base and Subbase: |
|
|
|
|
|
Particle Size Analysis |
3 |
|
|
|
0 |
Sieve Analysis |
3 |
|
|
|
0 |
Atterburg Limits |
3 |
|
|
|
0 |
Moisture-Density Relations |
3 |
|
|
|
0 |
Resilient Modulus |
3 |
|
|
|
0 |
Classification |
3 |
|
|
|
0 |
Permeability |
3 |
|
|
|
0 |
Natural Moisture Content |
3 |
|
|
|
0 |
Treated Base: |
|
|
|
|
|
Type and Classification of Material and
Treatment |
3 |
3 |
3 |
100 |
100 |
Pozzolanic/Cementitious: Compressive
Strength |
3 |
1 |
1 |
100 |
33 |
Dynamic Modulus at 77 °F |
3 |
|
|
|
0 |
Portland Cement Concrete: |
|
|
|
|
|
Compressive Concrete Strength |
10 |
9 |
9 |
100 |
90 |
Splitting Tensile Strength |
10 |
10 |
10 |
100 |
100 |
PCC Coefficient of Thermal Expansion |
3 |
|
|
|
0 |
Static Modulus of Elasticity |
6 |
6 |
6 |
100 |
100 |
PCC Unit Weight |
10 |
9 |
9 |
100 |
90 |
Core Examination/Thickness |
23 |
23 |
23 |
100 |
100 |
Asphalt Concrete: |
|
|
|
|
|
Core Examination/Thickness |
20 |
22 |
22 |
100 |
110 |
Bulk Specific Gravity |
20 |
20 |
20 |
100 |
100 |
Maximum Specific Gravity |
3 |
3 |
3 |
100 |
100 |
Asphalt Content (Extraction) |
3 |
3 |
3 |
100 |
100 |
Moisture Susceptibility |
3 |
|
|
|
0 |
Creep Compliance |
3 |
|
|
|
0 |
Resilient Modulus/Tensile Strength |
3 |
|
|
|
0 |
Extracted Aggregate (from mix): |
|
|
|
|
|
Bulk Specific Gravity: Coarse Aggregate |
3 |
3 |
3 |
100 |
100 |
Bulk Specific Gravity: Fine Aggregate |
3 |
3 |
3 |
100 |
100 |
Type and Classification |
3 |
|
|
|
0 |
Gradation of Aggregate |
3 |
4 |
4 |
100 |
133 |
Roundness Index of Coarse Aggregate |
3 |
|
|
|
0 |
Aggregate Particle Shape |
3 |
3 |
3 |
100 |
100 |
Asphalt Cement (from mix): |
|
|
|
|
|
Abson Recovery |
3 |
24 |
3 |
13 |
800 |
Penetration at 50 °F, 77 °F, 90 °F |
3 |
3 |
3 |
100 |
100 |
Specific Gravity (60 °F) |
3 |
3 |
3 |
100 |
100 |
Viscosity at 77 °F |
3 |
3 |
3 |
100 |
100 |
Viscosity at 140 °F, 275 °F |
3 |
|
|
|
0 |
|
|
|
|
°C= (°F-32)/1.8
1 mm= .039 inch |
|