Test 2021-04-23-26-6 (AASHTO T283-14) Summary

Project Information
Project IdentifiersProject ID: 215251
DEA: 021J4604
EFIS: 0220000081
DIST-CO-RTE-PM02-SIS-96-34.5/38.8,88.0/92.0
Work DescriptionHMA OVERLAY, REPLACE AC SURFACING, SHOULDER BACKING & TRAFFIC STRIPE.
Location DescriptionSISKIYOU COUNTY NEAR HAPPY CAMP FROM 0.1 MILE EAST OF OAK FLAT CREEK BRIDGE TO 0.1 MILE EAST OF BENJAMIN CREEK ROAD AND FROM 0.3 MILE WEST OF BEAVER CREEK BRIDGE TO 1.0 MILE WEST OF LUMGREY CREEK BRIDGE
Sample Information
Sample Taken Date4/23/2021 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 testing4/23/2021
Sample typeVerification A brief description of the sample1/2-inch Type A HMA (eq. PG 64-16)
The quantity of what the sample constitutesJMF Verification From where was the sample collectedManufacturer
First name of sampler or witnessed byDevin Last name of sampler or witnessed byOwens
Title of samplerPEI Laboratory sample identificationD78783
The fabricator/manufacturer/facility nameNorthstate Asphalt - Redding, CA Transportation Laboratory (TL) Number897289
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 number
Sublot number JMF Verification ID JMF3513-2021-61
Test Details
DIME Sample ID: 2021-04-23-26
DIME Test ID: 2021-04-23-26-6
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: 2021-07-06
Test Results

Input Type: Measured
Tester's full name: D. Hickey and T. McCormick
Date of test: 05/05/2021
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: 94.9 mm
Dry 3 Thickness: 94.9 mm
Wet 1 Thickness: 94.9 mm
Wet 2 Thickness: 94.8 mm
Wet 3 Thickness: 94.9 mm
Dry 1 Dry Mass in Air: 3755.1 g
Dry 2 Dry Mass in Air: 3754.8 g
Dry 3 Dry Mass in Air: 3756.2 g
Wet 1 Dry Mass in Air: 3753.6 g
Wet 2 Dry Mass in Air: 3756.5 g
Wet 3 Dry Mass in Air: 3755.1 g
Dry 1 SSD Mass: 3786.8 g
Dry 2 SSD Mass: 3787.1 g
Dry 3 SSD Mass: 3791.8 g
Wet 1 SSD Mass: 3786.5 g
Wet 2 SSD Mass: 3785.3 g
Wet 3 SSD Mass: 3787.8 g
Dry 1 Mass in Water: 2159.2 g
Dry 2 Mass in Water: 2169.2 g
Dry 3 Mass in Water: 2170.5 g
Wet 1 Mass in Water: 2165.3 g
Wet 2 Mass in Water: 2166.3 g
Wet 3 Mass in Water: 2163.9 g
Dry 1 Maximum Specific Gravity: 2.492
Dry 2 Maximum Specific Gravity: 2.492
Dry 3 Maximum Specific Gravity: 2.492
Wet 1 Maximum Specific Gravity: 2.492
Wet 2 Maximum Specific Gravity: 2.492
Wet 3 Maximum Specific Gravity: 2.492
Load (Dry) 1: 24527 N
Load (Dry) 2: 30074 N
Load (Dry) 3: 29959 N
Load (Wet) 1: 22855 N
Load (Wet) 2: 23024 N
Load (Wet) 3: 23455 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: 15
Dry 2 Cracked / Broken Aggregate: 19
Dry 3 Cracked / Broken Aggregate: 13
Wet 1 Cracked / Broken Aggregate: 14
Wet 2 Cracked / Broken Aggregate: 22
Wet 3 Cracked / Broken Aggregate: 11
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): 3844.0 g
Wet 2 SSD Mass (Conditioned): 3842.2 g
Wet 3 SSD Mass (Conditioned): 3840.1 g
Wet 1 Mass in Water (Conditioned): 2219.3 g
Wet 2 Mass in Water (Conditioned): 2218.0 g
Wet 3 Mass in Water (Conditioned): 2212.3 g
Wet 1 Absolute Pressure (Manometer): 282 mmHg
Wet 2 Absolute Pressure (Manometer): 273 mmHg
Wet 3 Absolute Pressure (Manometer): 311 mmHg
Wet 1 Partial Pressure (Vacuum Gauge): 18 inHg
Wet 2 Partial Pressure (Vacuum Gauge): 18 inHg
Wet 3 Partial Pressure (Vacuum Gauge): 17 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 mm
Wet 2 Thickness after conditioning: 94.9 mm
Wet 3 Thickness after conditioning: 94.8 mm
Dry 1 Volume: 1627.6 cm^3
Dry 2 Volume: 1617.9 cm^3
Dry 3 Volume: 1621.3 cm^3
Wet 1 Volume: 1621.2 cm^3
Wet 2 Volume: 1619.0 cm^3
Wet 3 Volume: 1623.9 cm^3
Dry 1 Bulk Specific Gravity: 2.307
Dry 2 Bulk Specific Gravity: 2.321
Dry 3 Bulk Specific Gravity: 2.317
Wet 1 Bulk Specific Gravity: 2.315
Wet 2 Bulk Specific Gravity: 2.32
Wet 3 Bulk Specific Gravity: 2.312
Dry 1 Percent Air Voids: 7.4 %
Dry 2 Percent Air Voids: 6.9 %
Dry 3 Percent Air Voids: 7.0 %
Wet 1 Percent Air Voids: 7.1 %
Wet 2 Percent Air Voids: 6.9 %
Wet 3 Percent Air Voids: 7.2 %
Dry 1 Volume of Air Voids: 120.4 cm^3
Dry 2 Volume of Air Voids: 111.6 cm^3
Dry 3 Volume of Air Voids: 113.5 cm^3
Wet 1 Volume of Air Voids: 115.1 cm^3
Wet 2 Volume of Air Voids: 111.7 cm^3
Wet 3 Volume of Air Voids: 116.9 cm^3
Wet 1 Minimum Saturated Mass: 3834.2 g
Wet 2 Minimum Saturated Mass: 3834.7 g
Wet 3 Minimum Saturated Mass: 3836.9 g
Wet 1 Maximum Saturated Mass: 3845.7 g
Wet 2 Maximum Saturated Mass: 3845.9 g
Wet 3 Maximum Saturated Mass: 3848.6 g
Wet 1 Volume (Conditioned): 1624.7 cm^3
Wet 2 Volume (Conditioned): 1624.2 cm^3
Wet 3 Volume (Conditioned): 1627.8 cm^3
Wet 1 Volume of Absorbed Water: 90.4 cm^3
Wet 2 Volume of Absorbed Water: 85.7 cm^3
Wet 3 Volume of Absorbed Water: 85 cm^3
Wet 1 Percent Saturation: 79 %
Wet 2 Percent Saturation: 77 %
Wet 3 Percent Saturation: 73 %
Wet 1 Percent Swell: 0.2 %
Wet 2 Percent Swell: 0.3 %
Wet 3 Percent Swell: 0.2 %
Dry Tensile Strength, 1: 1097 kPa
Dry Tensile Strength, 2: 1345 kPa
Dry Tensile Strength, 3: 1340 kPa
Wet Tensile Strength, 1: 1021 kPa
Wet Tensile Strength, 2: 1030 kPa
Wet Tensile Strength, 3: 1050 kPa
Average Dry Tensile Strength: 183 psi
Average Wet Tensile Strength: 150 psi
Tensile Strength Ratio:0.82
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Test was verified on 07/06/2021