Summary for Test 2023-09-06-105-1

Test performed: AASHTO T308-10

Project Information

Project IdentifiersProject ID: 995087
DEA: 051P5904
EFIS: 0522000086
DIST-CO-RTE-PM05-SCR-1-0.0/5.0
Award Date03/22/2023
Closeout Date08/13/2024
Work DescriptionCold plane, RHMA-G
Location DescriptionWatsonville area, County line to Scenic pullout
QA Service Level1 (Verified on 08/21/2023)

Sample Information

Sample Taken Date09/06/2023 Sample Unique Key105
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 testing12/11/2023
Sample typeDispute Resolution A brief description of the sample1/2 RHMA-G
The quantity of what the sample constitutes2 Boxes RHMA-G From where was the sample collectedSource
First name of sampler or witnessed byWesley Last name of sampler or witnessed byRider
Title of samplerTET Telephone number of sampler
Laboratory sample identification023-097 Linked DIME Sample ID
The fabricator/manufacturer/facility nameGranite Salinas Transportation Laboratory (TL) NumberC1208231
Inspector Lot Number from the Transportation Laboratory (TL) Form Structure unique identifier
Structure name

Material Information

Material TypeHot Mix Asphalt HMA TypeRHMA-G
HMA Grading1/2 inch Lot number1
Sublot number3 HMA Mix Number

Test Details

DIME Sample ID: 2023-09-06-105
DIME Test ID: 2023-09-06-105-1
Testing Lab: CT HQ - Sacramento Hot Mix Asphalt 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: 2023-12-21

Test Results


What temperature unit is used?: Celsius
Input Type: Measured
Tester's full name: Glenn Bradley
Date of test: 12/20/2023
Test procedure used?: Method A
Mass of the specimen basket assembly: 4201 g
Mass of the specimen and specimen basket assembly prior to ignition: 5760.8 g
Mass of HMA Sample prior to ignition: 1559.8 g
Mass Loss: 133.5 g
Mass of aggregate remaining after ignition: 1426.3 g
Correction Factor (Percent by mass of HMA Specimen): 0.41 %
Moisture Content: 0 %
Temperature Compensation Factor: 0.22 %
Test Temperature: 538 C
Corrected Asphalt Binder Content: 7.93 %
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 12/21/2023