Test 2020-06-18-46-6 (AASHTO T283-14) Summary

Project Information
Project IdentifiersProject ID: 214589
DEA: 020J1604
DIST-CO-RTE-PM02-PLU-284-0.0/8.3
Work DescriptionPLACE HMA (TYPE A), PRECOATED AGGREGATE (SEAL COAT), HMA (LEVELING).
Location DescriptionPLUMAS COUNTY NEAR CHILCOOT FROM ROUTE 70 TO 1 MILE NORTH OF LITTLE LAST CHANCE CREEK BRIDGE NUMBER 09-0072
Sample Information
Sample Taken Date6/18/2020 Sample Unique Key46
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 testing6/19/2020
Sample typeVerification A brief description of the sample1/2-inch Type A HMA (eq. PG 64-28 M), 25.0 RAP, 1.0 Lime
The quantity of what the sample constitutesJMF Verification From where was the sample collectedManufacturer
First name of sampler or witnessed byJimmy Last name of sampler or witnessed byMontana
Title of sampler Laboratory sample identificationD78491
The fabricator/manufacturer/facility nameWard Lake Plant, Litchfield, CA Transportation Laboratory (TL) Number896986
Inspector Lot Number from the Transportation Laboratory (TL) Form Structure unique identifier
Structure name
Material Information
Material TypeHot Mix Asphalt HMA TypeType A HMA
HMA Grading1/2 inch Lot numberUnknown
Sublot numberUnknown JMF Verification ID JMF3513-2020-209
Test Details
DIME Sample ID: 2020-06-18-46
DIME Test ID: 2020-06-18-46-6
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: 2020-10-19
Test Results

Input Type: Measured
Tester's full name: D. Valasek and T. McCormick
Date of test: 06/25/2020
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: 95.1 mm
Dry 3 Thickness: 95.1 mm
Wet 1 Thickness: 95.0 mm
Wet 2 Thickness: 95.0 mm
Wet 3 Thickness: 95.0 mm
Dry 1 Dry Mass in Air: 3666.8 g
Dry 2 Dry Mass in Air: 3668.7 g
Dry 3 Dry Mass in Air: 3668.0 g
Wet 1 Dry Mass in Air: 3666.2 g
Wet 2 Dry Mass in Air: 3668.5 g
Wet 3 Dry Mass in Air: 3668.7 g
Dry 1 SSD Mass: 3688.6 g
Dry 2 SSD Mass: 3691.5 g
Dry 3 SSD Mass: 3690.4 g
Wet 1 SSD Mass: 3687.8 g
Wet 2 SSD Mass: 3693.1 g
Wet 3 SSD Mass: 3691.4 g
Dry 1 Mass in Water: 2061.9 g
Dry 2 Mass in Water: 2066.9 g
Dry 3 Mass in Water: 2059.9 g
Wet 1 Mass in Water: 2059.4 g
Wet 2 Mass in Water: 2068.0 g
Wet 3 Mass in Water: 2065.0 g
Dry 1 Maximum Specific Gravity: 2.433
Dry 2 Maximum Specific Gravity: 2.433
Dry 3 Maximum Specific Gravity: 2.433
Wet 1 Maximum Specific Gravity: 2.433
Wet 2 Maximum Specific Gravity: 2.433
Wet 3 Maximum Specific Gravity: 2.433
Load (Dry) 1: 17731 N
Load (Dry) 2: 18723 N
Load (Dry) 3: 17833 N
Load (Wet) 1: 17028 N
Load (Wet) 2: 17597 N
Load (Wet) 3: 17277 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: 24
Dry 2 Cracked / Broken Aggregate: 25
Dry 3 Cracked / Broken Aggregate: 25
Wet 1 Cracked / Broken Aggregate: 16
Wet 2 Cracked / Broken Aggregate: 14
Wet 3 Cracked / Broken Aggregate: 7
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): 3756.7 g
Wet 2 SSD Mass (Conditioned): 3750.7 g
Wet 3 SSD Mass (Conditioned): 3757.4 g
Wet 1 Mass in Water (Conditioned): 2124.8 g
Wet 2 Mass in Water (Conditioned): 2117.5 g
Wet 3 Mass in Water (Conditioned): 2122.5 g
Wet 1 Absolute Pressure (Manometer): 211 mmHg
Wet 2 Absolute Pressure (Manometer): 213 mmHg
Wet 3 Absolute Pressure (Manometer): 211 mmHg
Wet 1 Partial Pressure (Vacuum Gauge): 21 inHg
Wet 2 Partial Pressure (Vacuum Gauge): 21 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: 95.2 mm
Wet 2 Thickness after conditioning: 95.1 mm
Wet 3 Thickness after conditioning: 95.2 mm
Dry 1 Volume: 1626.7 cm^3
Dry 2 Volume: 1624.6 cm^3
Dry 3 Volume: 1630.5 cm^3
Wet 1 Volume: 1628.4 cm^3
Wet 2 Volume: 1625.1 cm^3
Wet 3 Volume: 1626.4 cm^3
Dry 1 Bulk Specific Gravity: 2.254
Dry 2 Bulk Specific Gravity: 2.258
Dry 3 Bulk Specific Gravity: 2.25
Wet 1 Bulk Specific Gravity: 2.251
Wet 2 Bulk Specific Gravity: 2.257
Wet 3 Bulk Specific Gravity: 2.256
Dry 1 Percent Air Voids: 7.4 %
Dry 2 Percent Air Voids: 7.2 %
Dry 3 Percent Air Voids: 7.5 %
Wet 1 Percent Air Voids: 7.5 %
Wet 2 Percent Air Voids: 7.2 %
Wet 3 Percent Air Voids: 7.3 %
Dry 1 Volume of Air Voids: 120.4 cm^3
Dry 2 Volume of Air Voids: 117.0 cm^3
Dry 3 Volume of Air Voids: 122.3 cm^3
Wet 1 Volume of Air Voids: 122.1 cm^3
Wet 2 Volume of Air Voids: 117.0 cm^3
Wet 3 Volume of Air Voids: 118.7 cm^3
Wet 1 Minimum Saturated Mass: 3751.7 g
Wet 2 Minimum Saturated Mass: 3750.4 g
Wet 3 Minimum Saturated Mass: 3751.8 g
Wet 1 Maximum Saturated Mass: 3763.9 g
Wet 2 Maximum Saturated Mass: 3762.1 g
Wet 3 Maximum Saturated Mass: 3763.7 g
Wet 1 Volume (Conditioned): 1631.9 cm^3
Wet 2 Volume (Conditioned): 1633.2 cm^3
Wet 3 Volume (Conditioned): 1634.9 cm^3
Wet 1 Volume of Absorbed Water: 90.5 cm^3
Wet 2 Volume of Absorbed Water: 82.2 cm^3
Wet 3 Volume of Absorbed Water: 88.7 cm^3
Wet 1 Percent Saturation: 74 %
Wet 2 Percent Saturation: 70 %
Wet 3 Percent Saturation: 75 %
Wet 1 Percent Swell: 0.2 %
Wet 2 Percent Swell: 0.5 %
Wet 3 Percent Swell: 0.5 %
Dry Tensile Strength, 1: 791 kPa
Dry Tensile Strength, 2: 836 kPa
Dry Tensile Strength, 3: 796 kPa
Wet Tensile Strength, 1: 759 kPa
Wet Tensile Strength, 2: 785 kPa
Wet Tensile Strength, 3: 770 kPa
Average Dry Tensile Strength: 117 psi
Average Wet Tensile Strength: 112 psi
Tensile Strength Ratio:0.96
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 10/19/2020