Test 2019-05-23-20-5 (AASHTO T283-14) Summary

Project Information
Project IdentifiersProject ID: 211775
DEA: 024E6504
EFIS: 0212000012
DIST-CO-RTE-PM02-SIS-96-R52.5/88.4
Work DescriptionWIDEN BRIDGES,POLYESTER CONC OVERLAY,COLD PLANE AC PVMT,HMA,GUARDRAIL
Location DescriptionSISKIYOU COUNTY NEAR SEIAD VALLEY AT VARIOUS LOCATIONS FROM 0.1 MILE WEST OF THOMPSON CREEK BRIDGE TO 0.2 MILE EAST OF BEAVER CREEK BRIDGE
Sample Information
Sample Taken Date5/23/2019 Sample Unique Key20
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 testing5/23/2019
Sample typeVerification A brief description of the sample3/4-inch Type A HMA (eq. PG 64-28 M) with WMA
The quantity of what the sample constitutesJMF Modification From where was the sample collectedManufacturer
First name of sampler or witnessed byDerrick Last name of sampler or witnessed byCurry
Title of sampler Laboratory sample identificationD77888
The fabricator/manufacturer/facility nameFawndale Rock and Asphalt Transportation Laboratory (TL) Number001376
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 Grading3/4 inch Lot number0
Sublot number0 JMF Verification ID JMF3513-2019-71
Test Details
DIME Sample ID: 2019-05-23-20
DIME Test ID: 2019-05-23-20-5
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: 2019-07-02
Test Results

Input Type: Measured
Tester's full name: Darrell Valasek and D. Hickey
Date of test: 05/29/2019
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: 95.0 mm
Dry 2 Thickness: 94.9 mm
Dry 3 Thickness: 94.9 mm
Wet 1 Thickness: 94.8 mm
Wet 2 Thickness: 94.9 mm
Wet 3 Thickness: 94.0 mm
Dry 1 Dry Mass in Air: 3839.5 g
Dry 2 Dry Mass in Air: 3840.2 g
Dry 3 Dry Mass in Air: 3840.1 g
Wet 1 Dry Mass in Air: 3839.3 g
Wet 2 Dry Mass in Air: 3839.3 g
Wet 3 Dry Mass in Air: 3839.4 g
Dry 1 SSD Mass: 3874.5 g
Dry 2 SSD Mass: 3871.5 g
Dry 3 SSD Mass: 3876.5 g
Wet 1 SSD Mass: 3870.0 g
Wet 2 SSD Mass: 3870.4 g
Wet 3 SSD Mass: 3870.1 g
Dry 1 Mass in Water: 2249.9 g
Dry 2 Mass in Water: 2255.2 g
Dry 3 Mass in Water: 2258.5 g
Wet 1 Mass in Water: 2250.7 g
Wet 2 Mass in Water: 2250.0 g
Wet 3 Mass in Water: 2252.6 g
Dry 1 Maximum Specific Gravity: 2.555
Dry 2 Maximum Specific Gravity: 2.555
Dry 3 Maximum Specific Gravity: 2.555
Wet 1 Maximum Specific Gravity: 2.555
Wet 2 Maximum Specific Gravity: 2.555
Wet 3 Maximum Specific Gravity: 2.555
Load (Dry) 1: 25462 N
Load (Dry) 2: 24425 N
Load (Dry) 3: 24590 N
Load (Wet) 1: 22428 N
Load (Wet) 2: 23820 N
Load (Wet) 3: 24777 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: 11
Dry 2 Cracked / Broken Aggregate: 15
Dry 3 Cracked / Broken Aggregate: 14
Wet 1 Cracked / Broken Aggregate: 11
Wet 2 Cracked / Broken Aggregate: 14
Wet 3 Cracked / Broken Aggregate: 16
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): 3927.9 g
Wet 2 SSD Mass (Conditioned): 3925.4 g
Wet 3 SSD Mass (Conditioned): 3926.3 g
Wet 1 Mass in Water (Conditioned): 2301.9 g
Wet 2 Mass in Water (Conditioned): 2300.1 g
Wet 3 Mass in Water (Conditioned): 2302.8 g
Wet 1 Absolute Pressure (Manometer): 209 mmHg
Wet 2 Absolute Pressure (Manometer): 214 mmHg
Wet 3 Absolute Pressure (Manometer): 225 mmHg
Wet 1 Partial Pressure (Vacuum Gauge): 20 inHg
Wet 2 Partial Pressure (Vacuum Gauge): 20 inHg
Wet 3 Partial Pressure (Vacuum Gauge): 20 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: 94.9 mm
Wet 2 Thickness after conditioning: 94.8 mm
Wet 3 Thickness after conditioning: 94.9 mm
Dry 1 Volume: 1624.6 cm^3
Dry 2 Volume: 1616.3 cm^3
Dry 3 Volume: 1618.0 cm^3
Wet 1 Volume: 1619.3 cm^3
Wet 2 Volume: 1620.4 cm^3
Wet 3 Volume: 1617.5 cm^3
Dry 1 Bulk Specific Gravity: 2.363
Dry 2 Bulk Specific Gravity: 2.376
Dry 3 Bulk Specific Gravity: 2.373
Wet 1 Bulk Specific Gravity: 2.371
Wet 2 Bulk Specific Gravity: 2.369
Wet 3 Bulk Specific Gravity: 2.374
Dry 1 Percent Air Voids: 7.5 %
Dry 2 Percent Air Voids: 7.0 %
Dry 3 Percent Air Voids: 7.1 %
Wet 1 Percent Air Voids: 7.2 %
Wet 2 Percent Air Voids: 7.3 %
Wet 3 Percent Air Voids: 7.1 %
Dry 1 Volume of Air Voids: 121.8 cm^3
Dry 2 Volume of Air Voids: 113.1 cm^3
Dry 3 Volume of Air Voids: 114.9 cm^3
Wet 1 Volume of Air Voids: 116.6 cm^3
Wet 2 Volume of Air Voids: 118.3 cm^3
Wet 3 Volume of Air Voids: 114.8 cm^3
Wet 1 Minimum Saturated Mass: 3920.9 g
Wet 2 Minimum Saturated Mass: 3922.1 g
Wet 3 Minimum Saturated Mass: 3919.8 g
Wet 1 Maximum Saturated Mass: 3932.6 g
Wet 2 Maximum Saturated Mass: 3933.9 g
Wet 3 Maximum Saturated Mass: 3931.2 g
Wet 1 Volume (Conditioned): 1626.0 cm^3
Wet 2 Volume (Conditioned): 1625.3 cm^3
Wet 3 Volume (Conditioned): 1623.5 cm^3
Wet 1 Volume of Absorbed Water: 88.6 cm^3
Wet 2 Volume of Absorbed Water: 86.1 cm^3
Wet 3 Volume of Absorbed Water: 86.9 cm^3
Wet 1 Percent Saturation: 76 %
Wet 2 Percent Saturation: 73 %
Wet 3 Percent Saturation: 76 %
Wet 1 Percent Swell: 0.4 %
Wet 2 Percent Swell: 0.3 %
Wet 3 Percent Swell: 0.4 %
Dry Tensile Strength, 1: 1138 kPa
Dry Tensile Strength, 2: 1092 kPa
Dry Tensile Strength, 3: 1100 kPa
Wet Tensile Strength, 1: 1003 kPa
Wet Tensile Strength, 2: 1066 kPa
Wet Tensile Strength, 3: 1108 kPa
Average Dry Tensile Strength: 161 psi
Average Wet Tensile Strength: 154 psi
Tensile Strength Ratio:0.96
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 07/02/2019