Appendix B, Rehabilitation of Jointed Portland Cement Concrete Pavements, FHWA-RD-01-169 - LTPP - Pavements

Rehabilitation of Jointed Portland Cement Concrete Pavements: SPS-6, Initial Evaluation and Analysis

APPENDIX B: MATERIALS TESTING SUMMARIES

Table 92. Materials summary for Alabama.
Test	Minimum Number per Layer	Number Conducted	Number Conducted at E	Percent at E	Percent of Required
Site:	AL	SHRP:	All Core Sections
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.
Test	Minimum Number per Layer	Number Conducted	Number Conducted at E	Percent at E	Percent of Required
Site:	AL	SHRP:	All Core Sections
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.
Test	Minimum Number per Layer	Number Conducted	Number Conducted at E	Percent at E	Percent of Required
Site:	AL	SHRP:	All Core Sections
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.
Test	Minimum Number per Layer	Number Conducted	Number Conducted at E	Percent at E	Percent of Required
Site:	AL	SHRP:	All Core Sections
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.
Test	Minimum Number per Layer	Number Conducted	Number Conducted at E	Percent at E	Percent of Required
Site:	AL	SHRP:	All Core Sections
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.
Test	Minimum Number per Layer	Number Conducted	Number Conducted at E	Percent at E	Percent of Required
Site:	AL	SHRP:	All Core Sections
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.
Test	Minimum Number per Layer	Number Conducted	Number Conducted at E	Percent at E	Percent of Required
Site:	AL	SHRP:	All Core Sections
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.
Test	Minimum Number per Layer	Number Conducted	Number Conducted at E	Percent at E	Percent of Required
Site:	AL	SHRP:	All Core Sections
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.
Test	Minimum Number per Layer	Number Conducted	Number Conducted at E	Percent at E	Percent of Required
Site:	AL	SHRP:	All Core Sections
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).
Test	Minimum Number per Layer	Number Conducted	Number Conducted at E	Percent at E	Percent of Required
Site:	AL	SHRP:	All Core Sections
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.
Test	Minimum Number per Layer	Number Conducted	Number Conducted at E	Percent at E	Percent of Required
Site:	AL	SHRP:	All Core Sections
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.
Test	Minimum Number per Layer	Number Conducted	Number Conducted at E	Percent at E	Percent of Required
Site:	AL	SHRP:	All Core Sections
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.
Test	Minimum Number per Layer	Number Conducted	Number Conducted at E	Percent at E	Percent of Required
Site:	AL	SHRP:	All Core Sections
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.
Test	Minimum Number per Layer	Number Conducted	Number Conducted at E	Percent at E	Percent of Required
Site:	AL	SHRP:	All Core Sections
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

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