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Summary for Test 2021-08-25-52-4

Test performed: AASHTO T283-14

Project Information

Project Identifiers	Project ID: 66667 DEA: JMFPP EFIS: 0019000043
DIST-CO-RTE-PM	59---
Award Date	Not set
Closeout Date	Not set
Work Description	Special project for submitting Sample information for JMF Prequalification Program.
Location Description	Not set
QA Service Level	NOT VERIFIED

Sample Information

Sample Taken Date	08/25/2021	Sample Unique Key	52
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 testing	12/23/2021
Sample type	Verification	A brief description of the sample	3/4 HMA-A, 15% RAP
The quantity of what the sample constitutes	12 boxes of HMA, 2 cans of binder	From where was the sample collected	Source
First name of sampler or witnessed by	Thomas	Last name of sampler or witnessed by	Carter
Title of sampler		Telephone number of sampler
Laboratory sample identification		Linked DIME Sample ID
The fabricator/manufacturer/facility name	Teichert Perkins	Transportation Laboratory (TL) Number
Inspector Lot Number from the Transportation Laboratory (TL) Form		Structure unique identifier
Structure name

Material Information

Material Type	Hot Mix Asphalt	HMA Type	Type A HMA
HMA Grading	3/4 inch	Lot number
Sublot number		HMA Mix Number	Not set

Test Details

DIME Sample ID: 2021-08-25-52

DIME Test ID: 2021-08-25-52-4

Testing Lab: CT HQ - Sacramento Hot Mix Asphalt Laboratory

Test Method: AASHTO T283-14: Standard Method of Test for Resistance of Compacted Asphalt Mixtures to Moisture-Induced Damage (Moisture Content)

Test Release Date: 2022-01-25

Test Results

Input Type: Measured

Tester's full name: Glenn Bradley

Date of test: 01/25/2022

Specimen Treatment: Untreated

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: 95.0 mm

Dry 3 Thickness: 95.0 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: 3817.2 g

Dry 2 Dry Mass in Air: 3819.6 g

Dry 3 Dry Mass in Air: 3822.1 g

Wet 1 Dry Mass in Air: 3832.0 g

Wet 2 Dry Mass in Air: 3816.8 g

Wet 3 Dry Mass in Air: 3817.2 g

Dry 1 SSD Mass: 3850.5 g

Dry 2 SSD Mass: 3842.0 g

Dry 3 SSD Mass: 3845.0 g

Wet 1 SSD Mass: 3856.2 g

Wet 2 SSD Mass: 3839.4 g

Wet 3 SSD Mass: 3844.9 g

Dry 1 Mass in Water: 2221.8 g

Dry 2 Mass in Water: 2216.1 g

Dry 3 Mass in Water: 2213.8 g

Wet 1 Mass in Water: 2222.7 g

Wet 2 Mass in Water: 2213.1 g

Wet 3 Mass in Water: 2216.1 g

Dry 1 Maximum Specific Gravity: 2.512

Dry 2 Maximum Specific Gravity: 2.512

Dry 3 Maximum Specific Gravity: 2.512

Wet 1 Maximum Specific Gravity: 2.512

Wet 2 Maximum Specific Gravity: 2.512

Wet 3 Maximum Specific Gravity: 2.512

Load (Dry) 1: 20440 N

Load (Dry) 2: 19599 N

Load (Dry) 3: 20244 N

Load (Wet) 1: 19092 N

Load (Wet) 2: 18780 N

Load (Wet) 3: 18985 N

Dry 1 Visual Moisture Damage: 1

Dry 2 Visual Moisture Damage: 1

Dry 3 Visual Moisture Damage: 1

Wet 1 Visual Moisture Damage: 1

Wet 2 Visual Moisture Damage: 1

Wet 3 Visual Moisture Damage: 1

Dry 1 Cracked / Broken Aggregate: 1

Dry 2 Cracked / Broken Aggregate: 1

Dry 3 Cracked / Broken Aggregate: 1

Wet 1 Cracked / Broken Aggregate: 1

Wet 2 Cracked / Broken Aggregate: 1

Wet 3 Cracked / Broken Aggregate: 1

Dry 1 Soft Aggregate: 1

Dry 2 Soft Aggregate: 1

Dry 3 Soft Aggregate: 1

Wet 1 Soft Aggregate: 1

Wet 2 Soft Aggregate: 1

Wet 3 Soft Aggregate: 1

Wet 1 SSD Mass (Conditioned): 3916.1 g

Wet 2 SSD Mass (Conditioned): 3899.6 g

Wet 3 SSD Mass (Conditioned): 3900.3 g

Wet 1 Mass in Water (Conditioned): 2222.8 g

Wet 2 Mass in Water (Conditioned): 2213.1 g

Wet 3 Mass in Water (Conditioned): 2216.1 g

Wet 1 Absolute Pressure (Manometer): 190 mmHg

Wet 2 Absolute Pressure (Manometer): 190 mmHg

Wet 3 Absolute Pressure (Manometer): 190 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: 94.8 mm

Wet 2 Thickness after conditioning: 94.6 mm

Wet 3 Thickness after conditioning: 94.6 mm

Dry 1 Volume: 1628.7 cm^3

Dry 2 Volume: 1625.9 cm^3

Dry 3 Volume: 1631.2 cm^3

Wet 1 Volume: 1633.5 cm^3

Wet 2 Volume: 1626.3 cm^3

Wet 3 Volume: 1628.8 cm^3

Dry 1 Bulk Specific Gravity: 2.344

Dry 2 Bulk Specific Gravity: 2.349

Dry 3 Bulk Specific Gravity: 2.343

Wet 1 Bulk Specific Gravity: 2.346

Wet 2 Bulk Specific Gravity: 2.347

Wet 3 Bulk Specific Gravity: 2.344

Dry 1 Percent Air Voids: 6.7 %

Dry 2 Percent Air Voids: 6.5 %

Dry 3 Percent Air Voids: 6.7 %

Wet 1 Percent Air Voids: 6.6 %

Wet 2 Percent Air Voids: 6.6 %

Wet 3 Percent Air Voids: 6.7 %

Dry 1 Volume of Air Voids: 109.1 cm^3

Dry 2 Volume of Air Voids: 105.7 cm^3

Dry 3 Volume of Air Voids: 109.3 cm^3

Wet 1 Volume of Air Voids: 107.8 cm^3

Wet 2 Volume of Air Voids: 107.3 cm^3

Wet 3 Volume of Air Voids: 109.1 cm^3

Wet 1 Minimum Saturated Mass: 3907.5 g

Wet 2 Minimum Saturated Mass: 3891.9 g

Wet 3 Minimum Saturated Mass: 3893.6 g

Wet 1 Maximum Saturated Mass: 3918.2 g

Wet 2 Maximum Saturated Mass: 3902.6 g

Wet 3 Maximum Saturated Mass: 3904.5 g

Wet 1 Volume (Conditioned): 1693.3 cm^3

Wet 2 Volume (Conditioned): 1686.5 cm^3

Wet 3 Volume (Conditioned): 1684.2 cm^3

Wet 1 Volume of Absorbed Water: 84.1 cm^3

Wet 2 Volume of Absorbed Water: 82.8 cm^3

Wet 3 Volume of Absorbed Water: 83.1 cm^3

Wet 1 Percent Saturation: 78 %

Wet 2 Percent Saturation: 77 %

Wet 3 Percent Saturation: 76 %

Wet 1 Percent Swell: 3.7 %

Wet 2 Percent Swell: 3.7 %

Wet 3 Percent Swell: 3.4 %

Dry Tensile Strength, 1: 913 kPa

Dry Tensile Strength, 2: 876 kPa

Dry Tensile Strength, 3: 904 kPa

Wet Tensile Strength, 1: 855 kPa

Wet Tensile Strength, 2: 843 kPa

Wet Tensile Strength, 3: 852 kPa

Average Dry Tensile Strength: 130 psi

Average Wet Tensile Strength: 123 psi

Tensile Strength Ratio: 0.95

General comments (publicly viewable) (Max 1000 characters):

Test was verified on 1/25/2022 ✔