Summary for Test 2024-06-04-54-2

Test performed: AASHTO T308-10

Project Information

Project IdentifiersProject ID: 994673
DEA: 033F0704
EFIS: 0312000054
DIST-CO-RTE-PM03-SAC-51-2.0/3.5
Award Date08/17/2023
Closeout DateNot set
Work DescriptionAmerican River Bridge Rehabilitation
Location DescriptionNot set
QA Service Level1 (Verified on 05/15/2023)

Sample Information

Sample Taken Date06/04/2024 Sample Unique Key54
Date that the sample was received by the laboratory/organization performing the testing06/05/2024 Sample typeQuality Assurance
A brief description of the sample2 WMA Boxes The quantity of what the sample constitutes3/4" WMA w/ 25% RAP
From where was the sample collectedSource First name of sampler or witnessed byRamon
Last name of sampler or witnessed byLepe Title of samplerPlant OC
Telephone number of sampler Laboratory sample identificationDaily 24-029
Linked DIME Sample ID The fabricator/manufacturer/facility nameGranite Bradshaw
Transportation Laboratory (TL) Number849930 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: 2024-06-04-54
DIME Test ID: 2024-06-04-54-2
Testing Lab: CT D03 - Olivehurst Northern Regional 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: 2024-06-06

Test Results


What temperature unit is used?: Celsius
Input Type: Calculated
Tester's full name: Joshua Wilson
Date of test: 06/06/2024
Test procedure used?: Method A
Mass of HMA Sample prior to ignition: 2137.0 g
Mass Loss: 112.1 g
Correction Factor (Percent by mass of HMA Specimen): 0.60 %
Moisture Content: 0.00 %
Temperature Compensation Factor: 0.02 %
Test Temperature: 538 C
Corrected Asphalt Binder Content: 4.65 %
General comments (publicly viewable) (Max 1000 characters): JMF24-008 L1

Test was verified on 6/6/2024 ✔