Test 2021-06-03-26-4 (AASHTO T283-14) Summary

Project Information
Project IdentifiersProject ID: 215424
DEA: 024G4404
EFIS: 0214000013
DIST-CO-RTE-PM02-SIS-3-38.0/38.6
Work DescriptionBRIDGE REPLACEMENT
Location DescriptionSISKIYOU COUNTY ABOUT 6 MILES NORTH OF FORT JONES FROM 0.3 MILE SOUTH TO 0.3 MILE NORTH OF LOWER MOFFETT CREEK ROAD
Sample Information
Sample Taken Date6/3/2021 Sample Unique Key26
Will the laboratory/organization for which you are a member perform testing on this material sample?Yes Date that the sample was received by the laboratory/organization performing the testing6/3/2021
Sample typeAcceptance A brief description of the sampleTreated 3/4-inch Type A HMA (eq. PG 64-28 M) with 22.0% RAP and virgin PG 58-34 M
The quantity of what the sample constitutesProduction Start-Up Evaluation From where was the sample collectedManufacturer
First name of sampler or witnessed byD. Last name of sampler or witnessed byOwens
Title of samplerPEI Laboratory sample identificationD78822
The fabricator/manufacturer/facility nameTullis Inc, Northstate Asphalt, Redding CA Transportation Laboratory (TL) Number779365
Inspector Lot Number from the Transportation Laboratory (TL) FormUnknown Structure unique identifier
Structure name
Material Information
Material TypeHot Mix Asphalt HMA TypeType A HMA
HMA Grading3/4 inch Lot numberUnknown
Sublot numberUnknown HMA Design ID
Test Details
DIME Sample ID: 2021-06-03-26
DIME Test ID: 2021-06-03-26-4
Testing Lab: CT D02 - North Region Materials Lab
Test Method: AASHTO T283-14: Standard Method of Test for Resistance of Compacted Asphalt Mixtures to Moisture-Induced Damage (Moisture Content)
Test Release Date: 2021-08-31
Test Results

Input Type: Measured
Tester's full name: Terry McCormick
Date of test: 06/10/2021
Specimen Treatment: Treated
Dry 1 Diameter: 150.0 mm
Dry 2 Diameter: 150.0 mm
Dry 3 Diameter: 150.0 mm
Wet 1 Diameter: 150.0 mm
Wet 2 Diameter: 150.0 mm
Wet 3 Diameter: 150.0 mm
Dry 1 Thickness: 95.1 mm
Dry 2 Thickness: 94.9 mm
Dry 3 Thickness: 94.8 mm
Wet 1 Thickness: 94.9 mm
Wet 2 Thickness: 94.9 mm
Wet 3 Thickness: 94.9 mm
Dry 1 Dry Mass in Air: 3791.9 g
Dry 2 Dry Mass in Air: 3790.8 g
Dry 3 Dry Mass in Air: 3791.6 g
Wet 1 Dry Mass in Air: 3791.5 g
Wet 2 Dry Mass in Air: 3792.2 g
Wet 3 Dry Mass in Air: 3791.9 g
Dry 1 SSD Mass: 3822.4 g
Dry 2 SSD Mass: 3815.6 g
Dry 3 SSD Mass: 3820.0 g
Wet 1 SSD Mass: 3818.5 g
Wet 2 SSD Mass: 3825.5 g
Wet 3 SSD Mass: 3818.8 g
Dry 1 Mass in Water: 2195.8 g
Dry 2 Mass in Water: 2204.4 g
Dry 3 Mass in Water: 2207.1 g
Wet 1 Mass in Water: 2203.2 g
Wet 2 Mass in Water: 2205.2 g
Wet 3 Mass in Water: 2206.4 g
Dry 1 Maximum Specific Gravity: 2.52
Dry 2 Maximum Specific Gravity: 2.52
Dry 3 Maximum Specific Gravity: 2.52
Wet 1 Maximum Specific Gravity: 2.52
Wet 2 Maximum Specific Gravity: 2.52
Wet 3 Maximum Specific Gravity: 2.52
Load (Dry) 1: 23015 N
Load (Dry) 2: 24154 N
Load (Dry) 3: 23238 N
Load (Wet) 1: 21556 N
Load (Wet) 2: 21147 N
Load (Wet) 3: 22183 N
Dry 1 Visual Moisture Damage: 0
Dry 2 Visual Moisture Damage: 0
Dry 3 Visual Moisture Damage: 0
Wet 1 Visual Moisture Damage: 0
Wet 2 Visual Moisture Damage: 0
Wet 3 Visual Moisture Damage: 0
Dry 1 Cracked / Broken Aggregate: 21
Dry 2 Cracked / Broken Aggregate: 8
Dry 3 Cracked / Broken Aggregate: 15
Wet 1 Cracked / Broken Aggregate: 9
Wet 2 Cracked / Broken Aggregate: 14
Wet 3 Cracked / Broken Aggregate: 10
Dry 1 Soft Aggregate: 0
Dry 2 Soft Aggregate: 0
Dry 3 Soft Aggregate: 0
Wet 1 Soft Aggregate: 0
Wet 2 Soft Aggregate: 0
Wet 3 Soft Aggregate: 0
Wet 1 SSD Mass (Conditioned): 3873.6 g
Wet 2 SSD Mass (Conditioned): 3874.6 g
Wet 3 SSD Mass (Conditioned): 3876.9 g
Wet 1 Mass in Water (Conditioned): 2258.8 g
Wet 2 Mass in Water (Conditioned): 2255.1 g
Wet 3 Mass in Water (Conditioned): 2263.7 g
Wet 1 Absolute Pressure (Manometer): 190 mmHg
Wet 2 Absolute Pressure (Manometer): 218 mmHg
Wet 3 Absolute Pressure (Manometer): 132 mmHg
Wet 1 Partial Pressure (Vacuum Gauge): 22 inHg
Wet 2 Partial Pressure (Vacuum Gauge): 21 inHg
Wet 3 Partial Pressure (Vacuum Gauge): 24 inHg
Wet 1 Vacuum Saturation Time: 5 minutes
Wet 2 Vacuum Saturation Time: 5 minutes
Wet 3 Vacuum Saturation Time: 5 minutes
Wet 1 Thickness after conditioning: 94.8 mm
Wet 2 Thickness after conditioning: 94.8 mm
Wet 3 Thickness after conditioning: 94.9 mm
Dry 1 Volume: 1626.6 cm^3
Dry 2 Volume: 1611.2 cm^3
Dry 3 Volume: 1612.9 cm^3
Wet 1 Volume: 1615.3 cm^3
Wet 2 Volume: 1620.3 cm^3
Wet 3 Volume: 1612.4 cm^3
Dry 1 Bulk Specific Gravity: 2.331
Dry 2 Bulk Specific Gravity: 2.353
Dry 3 Bulk Specific Gravity: 2.351
Wet 1 Bulk Specific Gravity: 2.347
Wet 2 Bulk Specific Gravity: 2.34
Wet 3 Bulk Specific Gravity: 2.352
Dry 1 Percent Air Voids: 7.5 %
Dry 2 Percent Air Voids: 6.6 %
Dry 3 Percent Air Voids: 6.7 %
Wet 1 Percent Air Voids: 6.9 %
Wet 2 Percent Air Voids: 7.1 %
Wet 3 Percent Air Voids: 6.7 %
Dry 1 Volume of Air Voids: 122.0 cm^3
Dry 2 Volume of Air Voids: 106.3 cm^3
Dry 3 Volume of Air Voids: 108.1 cm^3
Wet 1 Volume of Air Voids: 111.5 cm^3
Wet 2 Volume of Air Voids: 115.0 cm^3
Wet 3 Volume of Air Voids: 108.0 cm^3
Wet 1 Minimum Saturated Mass: 3869.6 g
Wet 2 Minimum Saturated Mass: 3872.7 g
Wet 3 Minimum Saturated Mass: 3867.5 g
Wet 1 Maximum Saturated Mass: 3880.7 g
Wet 2 Maximum Saturated Mass: 3884.2 g
Wet 3 Maximum Saturated Mass: 3878.3 g
Wet 1 Volume (Conditioned): 1614.8 cm^3
Wet 2 Volume (Conditioned): 1619.5 cm^3
Wet 3 Volume (Conditioned): 1613.2 cm^3
Wet 1 Volume of Absorbed Water: 82.1 cm^3
Wet 2 Volume of Absorbed Water: 82.4 cm^3
Wet 3 Volume of Absorbed Water: 85 cm^3
Wet 1 Percent Saturation: 74 %
Wet 2 Percent Saturation: 72 %
Wet 3 Percent Saturation: 79 %
Wet 1 Percent Swell: 0 %
Wet 2 Percent Swell: 0 %
Wet 3 Percent Swell: 0 %
Dry Tensile Strength, 1: 1027 kPa
Dry Tensile Strength, 2: 1080 kPa
Dry Tensile Strength, 3: 1040 kPa
Wet Tensile Strength, 1: 965 kPa
Wet Tensile Strength, 2: 947 kPa
Wet Tensile Strength, 3: 992 kPa
Average Dry Tensile Strength: 152 psi
Average Wet Tensile Strength: 140 psi
Tensile Strength Ratio:0.92
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Test was verified on 08/31/2021