Summary for Test 2024-06-25-61-1

Test performed: AASHTO T308-10

Project Information

Project IdentifiersProject ID: 994116
DEA: 010J4104
EFIS: 0119000025
DIST-CO-RTE-PM01-HUM-299-30.7/33.4
Award Date11/23/2022
Closeout DateNot set
Work DescriptionProject Name: HUM-299 Curve Improvement
Location DescriptionHUMBOLDT COUNTY NEAR WILLOW CREEK FROM 0.1 MILE EAST OF CEDAR CREEK ROAD TO 0.1 MILE EAST OF EAST FORK WILLOW CREEK BRIDGE
QA Service Level1 (Verified on 07/29/2022)

Sample Information

Sample Taken Date06/25/2024 Sample Unique Key61
Date that the sample was received by the laboratory/organization performing the testing06/25/2024 Sample typeQuality Assurance
A brief description of the sample3/4" HMA-A 15% RAP PG 64-16 The quantity of what the sample constitutes750 Tons
From where was the sample collectedManufacturer First name of sampler or witnessed byGeorge
Last name of sampler or witnessed byThorpe Title of sampler Consultant tester
Telephone number of sampler Laboratory sample identification
Linked DIME Sample ID The fabricator/manufacturer/facility nameKernen
Transportation Laboratory (TL) Number Inspector Lot Number from the Transportation Laboratory (TL) Form
Structure unique identifier Structure name
Bid ItemNot set

Material Information

Material TypeHot Mix Asphalt HMA TypeType A HMA
HMA Grading3/4 inch Lot number
Sublot number HMA Mix Number
Binder content (%)Not set Virgin binder PGNot set
Design binder PGNot set Binder SupplierNot set
RAP content (%)Not set WMA AdditivesNot set
Antistrip typeNot set

Test Details

DIME Sample ID: 2024-06-25-61
DIME Test ID: 2024-06-25-61-1
Testing Lab: CT D01 - District 1 Materials Laboratory
Test Method: AASHTO T308-10: Standard Method of Test for Determining the Asphalt Binder Content of Hot Mix Asphalt (HMA) by the Ignition Method (Method A) (Asphalt Binder Content)
Test Release Date: 2024-06-28

Test Results


What temperature unit is used?: Celsius
Input Type: Calculated
Tester's full name: Jamie Kelley
Date of test: 06/26/2024
Test procedure used?: Method A
Mass of HMA Sample prior to ignition: 2250.0 g
Mass Loss: 138.1 g
Correction Factor (Percent by mass of HMA Specimen): 0.92 %
Moisture Content: 0.00 %
Temperature Compensation Factor: 0.00 %
Test Temperature: 482 C
Corrected Asphalt Binder Content: 5.22 %
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 6/28/2024 ✔