Summary for Test 2021-10-13-41-2

Test performed: AASHTO T283-14

Project Information

Project IdentifiersProject ID: 214685
DEA: 024E46U4
EFIS: 0216000122
DIST-CO-RTE-PM02-LAS-36-6.0/14.6
Award Date05/08/2020
Closeout DateNot set
Work DescriptionREPLACE BRIDGE, ROADWAY EXCAVATION, HMA, CLASS 2 AB AND DRAINAGE WORK.
Location DescriptionLASSEN COUNTY NEAR WESTWOOD FROM 1.3 MILES WEST OF GOODRICH CREEK BRIDGE TO 1.0 MILE WEST OF WILLARD CREEK ROAD
QA Service Level1 (Verified on 03/02/2020)

Sample Information

Sample Taken Date10/13/2021 Sample Unique Key41
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 testing10/18/2021
Sample typeAcceptance A brief description of the sample3/4 Inch HMA-A 23 RAP PG58-34M Marathon Fernley
The quantity of what the sample constitutes10,000 Ton Milestone, 8 boxes From where was the sample collectedManufacturer
First name of sampler or witnessed byJ. Last name of sampler or witnessed byDelgado
Title of samplerConsultant Telephone number of sampler
Laboratory sample identificationD78963 Linked DIME Sample ID
The fabricator/manufacturer/facility nameHat Creek Construction, Ward Lake Plant, Litchfield, CA Transportation Laboratory (TL) Number695654
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 numberUnknown
Sublot numberUnknown HMA Design ID

Test Details

DIME Sample ID: 2021-10-13-41
DIME Test ID: 2021-10-13-41-2
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: 2021-10-28

Test Results


Input Type: Measured
Tester's full name: Terry McCormick
Date of test: 10/22/2021
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: 95.0 mm
Dry 2 Thickness: 94.8 mm
Dry 3 Thickness: 95.0 mm
Wet 1 Thickness: 94.9 mm
Wet 2 Thickness: 94.9 mm
Wet 3 Thickness: 94.9 mm
Dry 1 Dry Mass in Air: 3689.2 g
Dry 2 Dry Mass in Air: 3688.0 g
Dry 3 Dry Mass in Air: 3691.0 g
Wet 1 Dry Mass in Air: 3692.6 g
Wet 2 Dry Mass in Air: 3690.3 g
Wet 3 Dry Mass in Air: 3689.6 g
Dry 1 SSD Mass: 3725.4 g
Dry 2 SSD Mass: 3718.9 g
Dry 3 SSD Mass: 3727.5 g
Wet 1 SSD Mass: 3725.3 g
Wet 2 SSD Mass: 3721.5 g
Wet 3 SSD Mass: 3723.9 g
Dry 1 Mass in Water: 2114.4 g
Dry 2 Mass in Water: 2116.0 g
Dry 3 Mass in Water: 2120.3 g
Wet 1 Mass in Water: 2113.2 g
Wet 2 Mass in Water: 2114.5 g
Wet 3 Mass in Water: 2114.4 g
Dry 1 Maximum Specific Gravity: 2.467
Dry 2 Maximum Specific Gravity: 2.467
Dry 3 Maximum Specific Gravity: 2.467
Wet 1 Maximum Specific Gravity: 2.467
Wet 2 Maximum Specific Gravity: 2.467
Wet 3 Maximum Specific Gravity: 2.467
Load (Dry) 1: 15791 N
Load (Dry) 2: 16365 N
Load (Dry) 3: 15542 N
Load (Wet) 1: 14942 N
Load (Wet) 2: 16779 N
Load (Wet) 3: 16103 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: 14
Dry 2 Cracked / Broken Aggregate: 12
Dry 3 Cracked / Broken Aggregate: 14
Wet 1 Cracked / Broken Aggregate: 14
Wet 2 Cracked / Broken Aggregate: 10
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): 3777.9 g
Wet 2 SSD Mass (Conditioned): 3773.2 g
Wet 3 SSD Mass (Conditioned): 3777.5 g
Wet 1 Mass in Water (Conditioned): 2165.4 g
Wet 2 Mass in Water (Conditioned): 2163.6 g
Wet 3 Mass in Water (Conditioned): 2164.6 g
Wet 1 Absolute Pressure (Manometer): 202 mmHg
Wet 2 Absolute Pressure (Manometer): 205 mmHg
Wet 3 Absolute Pressure (Manometer): 207 mmHg
Wet 1 Partial Pressure (Vacuum Gauge): 21 inHg
Wet 2 Partial Pressure (Vacuum Gauge): 22 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 mm
Wet 2 Thickness after conditioning: 95 mm
Wet 3 Thickness after conditioning: 95 mm
Dry 1 Volume: 1611.0 cm^3
Dry 2 Volume: 1602.9 cm^3
Dry 3 Volume: 1607.2 cm^3
Wet 1 Volume: 1612.1 cm^3
Wet 2 Volume: 1607.0 cm^3
Wet 3 Volume: 1609.5 cm^3
Dry 1 Bulk Specific Gravity: 2.29
Dry 2 Bulk Specific Gravity: 2.301
Dry 3 Bulk Specific Gravity: 2.297
Wet 1 Bulk Specific Gravity: 2.291
Wet 2 Bulk Specific Gravity: 2.296
Wet 3 Bulk Specific Gravity: 2.292
Dry 1 Percent Air Voids: 7.2 %
Dry 2 Percent Air Voids: 6.7 %
Dry 3 Percent Air Voids: 6.9 %
Wet 1 Percent Air Voids: 7.1 %
Wet 2 Percent Air Voids: 6.9 %
Wet 3 Percent Air Voids: 7.1 %
Dry 1 Volume of Air Voids: 116.0 cm^3
Dry 2 Volume of Air Voids: 107.4 cm^3
Dry 3 Volume of Air Voids: 110.9 cm^3
Wet 1 Volume of Air Voids: 114.5 cm^3
Wet 2 Volume of Air Voids: 110.9 cm^3
Wet 3 Volume of Air Voids: 114.3 cm^3
Wet 1 Minimum Saturated Mass: 3772.8 g
Wet 2 Minimum Saturated Mass: 3767.9 g
Wet 3 Minimum Saturated Mass: 3769.6 g
Wet 1 Maximum Saturated Mass: 3784.2 g
Wet 2 Maximum Saturated Mass: 3779 g
Wet 3 Maximum Saturated Mass: 3781 g
Wet 1 Volume (Conditioned): 1612.5 cm^3
Wet 2 Volume (Conditioned): 1609.6 cm^3
Wet 3 Volume (Conditioned): 1612.9 cm^3
Wet 1 Volume of Absorbed Water: 85.3 cm^3
Wet 2 Volume of Absorbed Water: 82.9 cm^3
Wet 3 Volume of Absorbed Water: 87.9 cm^3
Wet 1 Percent Saturation: 74 %
Wet 2 Percent Saturation: 75 %
Wet 3 Percent Saturation: 77 %
Wet 1 Percent Swell: 0 %
Wet 2 Percent Swell: 0.2 %
Wet 3 Percent Swell: 0.2 %
Dry Tensile Strength, 1: 705 kPa
Dry Tensile Strength, 2: 733 kPa
Dry Tensile Strength, 3: 694 kPa
Wet Tensile Strength, 1: 668 kPa
Wet Tensile Strength, 2: 750 kPa
Wet Tensile Strength, 3: 719 kPa
Average Dry Tensile Strength: 103 psi
Average Wet Tensile Strength: 103 psi
Tensile Strength Ratio:1
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 10/28/2021