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 |
|
