Test 2021-07-08-45-3 (AASHTO T283-14) Summary

Project Information
Project IdentifiersProject ID: 212496
DEA: 024E4504
EFIS: 0200020286
DIST-CO-RTE-PM02-LAS,MOD-139,299-VAR
Work DescriptionPLACE HMA, REPLACE DRAINAGE, CULVERT, ELECTRICAL AND LIGHTING SYSTEMS.
Location DescriptionLASSEN AND MODOC COUNTIES ON ROUTE 139 AT 0.1 MILE NORTH OF LASSEN COUNTY LINE AND ON ROUTE 299 AT VARIOUS LOCATONS FROM 0.4 MILE WEST OF BOYD HILL LOOKOUT ROAD TO 0.6 MILE EAST OF COUNTY ROAD 87
Sample Information
Sample Taken Date7/8/2021 Sample Unique Key45
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 testing7/14/2021
Sample typeAcceptance A brief description of the sample3/4 HMA-A 22 RAP PG58-34M Albina
The quantity of what the sample constitutes29,901 Tons, 9 boxes From where was the sample collectedManufacturer
First name of sampler or witnessed byE. Last name of sampler or witnessed byChavez
Title of samplerMaterials Tester Laboratory sample identificationD78902
The fabricator/manufacturer/facility nameHat Creek Construction and Materials - Shaw Pit Facility - Lookout, CA Transportation Laboratory (TL) Number854860
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: 2021-07-08-45
DIME Test ID: 2021-07-08-45-3
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: 2021-08-16
Test Results

Input Type: Measured
Tester's full name: Terry McCormick
Date of test: 07/28/2021
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: 94.9 mm
Dry 2 Thickness: 95.0 mm
Dry 3 Thickness: 94.9 mm
Wet 1 Thickness: 95.0 mm
Wet 2 Thickness: 94.9 mm
Wet 3 Thickness: 95.0 mm
Dry 1 Dry Mass in Air: 3721.7 g
Dry 2 Dry Mass in Air: 3719.6 g
Dry 3 Dry Mass in Air: 3724.2 g
Wet 1 Dry Mass in Air: 3720.8 g
Wet 2 Dry Mass in Air: 3722.8 g
Wet 3 Dry Mass in Air: 3723.4 g
Dry 1 SSD Mass: 3752.5 g
Dry 2 SSD Mass: 3745.5 g
Dry 3 SSD Mass: 3748.9 g
Wet 1 SSD Mass: 3747.9 g
Wet 2 SSD Mass: 3750.6 g
Wet 3 SSD Mass: 3752.2 g
Dry 1 Mass in Water: 2132.5 g
Dry 2 Mass in Water: 2133.0 g
Dry 3 Mass in Water: 2140.2 g
Wet 1 Mass in Water: 2128.6 g
Wet 2 Mass in Water: 2136.8 g
Wet 3 Mass in Water: 2140.3 g
Dry 1 Maximum Specific Gravity: 2.484
Dry 2 Maximum Specific Gravity: 2.484
Dry 3 Maximum Specific Gravity: 2.484
Wet 1 Maximum Specific Gravity: 2.484
Wet 2 Maximum Specific Gravity: 2.484
Wet 3 Maximum Specific Gravity: 2.484
Load (Dry) 1: 19879 N
Load (Dry) 2: 18914 N
Load (Dry) 3: 21245 N
Load (Wet) 1: 16445 N
Load (Wet) 2: 17068 N
Load (Wet) 3: 16917 N
Dry 1 Visual Moisture Damage: 0
Dry 2 Visual Moisture Damage: 0
Dry 3 Visual Moisture Damage: 1
Wet 1 Visual Moisture Damage: 0
Wet 2 Visual Moisture Damage: 0
Wet 3 Visual Moisture Damage: 0
Dry 1 Cracked / Broken Aggregate: 17
Dry 2 Cracked / Broken Aggregate: 25
Dry 3 Cracked / Broken Aggregate: 30
Wet 1 Cracked / Broken Aggregate: 26
Wet 2 Cracked / Broken Aggregate: 28
Wet 3 Cracked / Broken Aggregate: 24
Dry 1 Soft Aggregate: 2
Dry 2 Soft Aggregate: 3
Dry 3 Soft Aggregate: 2
Wet 1 Soft Aggregate: 0
Wet 2 Soft Aggregate: 1
Wet 3 Soft Aggregate: 0
Wet 1 SSD Mass (Conditioned): 3806.8 g
Wet 2 SSD Mass (Conditioned): 3811.7 g
Wet 3 SSD Mass (Conditioned): 3808.9 g
Wet 1 Mass in Water (Conditioned): 2177.7 g
Wet 2 Mass in Water (Conditioned): 2194.8 g
Wet 3 Mass in Water (Conditioned): 2185.5 g
Wet 1 Absolute Pressure (Manometer): 293 mmHg
Wet 2 Absolute Pressure (Manometer): 207 mmHg
Wet 3 Absolute Pressure (Manometer): 216 mmHg
Wet 1 Partial Pressure (Vacuum Gauge): 18 inHg
Wet 2 Partial Pressure (Vacuum Gauge): 20 inHg
Wet 3 Partial Pressure (Vacuum Gauge): 21 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: 95.3 mm
Wet 2 Thickness after conditioning: 95.2 mm
Wet 3 Thickness after conditioning: 95.3 mm
Dry 1 Volume: 1620.0 cm^3
Dry 2 Volume: 1612.5 cm^3
Dry 3 Volume: 1608.7 cm^3
Wet 1 Volume: 1619.3 cm^3
Wet 2 Volume: 1613.8 cm^3
Wet 3 Volume: 1611.9 cm^3
Dry 1 Bulk Specific Gravity: 2.297
Dry 2 Bulk Specific Gravity: 2.307
Dry 3 Bulk Specific Gravity: 2.315
Wet 1 Bulk Specific Gravity: 2.298
Wet 2 Bulk Specific Gravity: 2.307
Wet 3 Bulk Specific Gravity: 2.31
Dry 1 Percent Air Voids: 7.5 %
Dry 2 Percent Air Voids: 7.1 %
Dry 3 Percent Air Voids: 6.8 %
Wet 1 Percent Air Voids: 7.5 %
Wet 2 Percent Air Voids: 7.1 %
Wet 3 Percent Air Voids: 7.0 %
Dry 1 Volume of Air Voids: 121.5 cm^3
Dry 2 Volume of Air Voids: 114.5 cm^3
Dry 3 Volume of Air Voids: 109.4 cm^3
Wet 1 Volume of Air Voids: 121.4 cm^3
Wet 2 Volume of Air Voids: 114.6 cm^3
Wet 3 Volume of Air Voids: 112.8 cm^3
Wet 1 Minimum Saturated Mass: 3805.8 g
Wet 2 Minimum Saturated Mass: 3803 g
Wet 3 Minimum Saturated Mass: 3802.4 g
Wet 1 Maximum Saturated Mass: 3817.9 g
Wet 2 Maximum Saturated Mass: 3814.5 g
Wet 3 Maximum Saturated Mass: 3813.6 g
Wet 1 Volume (Conditioned): 1629.1 cm^3
Wet 2 Volume (Conditioned): 1616.9 cm^3
Wet 3 Volume (Conditioned): 1623.4 cm^3
Wet 1 Volume of Absorbed Water: 86 cm^3
Wet 2 Volume of Absorbed Water: 88.9 cm^3
Wet 3 Volume of Absorbed Water: 85.5 cm^3
Wet 1 Percent Saturation: 71 %
Wet 2 Percent Saturation: 78 %
Wet 3 Percent Saturation: 76 %
Wet 1 Percent Swell: 0.6 %
Wet 2 Percent Swell: 0.2 %
Wet 3 Percent Swell: 0.7 %
Dry Tensile Strength, 1: 889 kPa
Dry Tensile Strength, 2: 845 kPa
Dry Tensile Strength, 3: 950 kPa
Wet Tensile Strength, 1: 732 kPa
Wet Tensile Strength, 2: 761 kPa
Wet Tensile Strength, 3: 753 kPa
Average Dry Tensile Strength: 130 psi
Average Wet Tensile Strength: 109 psi
Tensile Strength Ratio:0.84
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Test was verified on 08/16/2021