Summary for Test 2023-12-11-35-5

Test performed: AASHTO T308-10

Project Information

Project IdentifiersProject ID: 994949
DEA: 043Q5504
EFIS: 0419000223
DIST-CO-RTE-PM04-MRN-37,101,131-VAR
Award Date06/13/2023
Closeout DateNot set
Work DescriptionPLACE POLYESTER CONCRETE OVERLAY AND CONSTRUCT APPROACH SLABS.
Location DescriptionMARIN COUNTY AT VARIOUS LOCATIONS
QA Service Level1 (Verified on 07/05/2023)

Sample Information

Sample Taken Date12/11/2023 Sample Unique Key35
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 testing12/13/2023
Sample typeQuality Assurance A brief description of the sample1/2-INCH HMA-SP Type A
The quantity of what the sample constitutesSample 1 of the day From where was the sample collectedSource
First name of sampler or witnessed byIGNACIO Last name of sampler or witnessed byARECHIGA
Title of sampler Telephone number of sampler5102077252
Laboratory sample identification Linked DIME Sample ID
The fabricator/manufacturer/facility nameGranite Rock Redwood City Transportation Laboratory (TL) Number
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 Grading1/2 inch Lot number
Sublot number HMA Mix Number938

Test Details

DIME Sample ID: 2023-12-11-35
DIME Test ID: 2023-12-11-35-5
Testing Lab: CT D04 - Richmond Field 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: 2023-12-19

Test Results


What temperature unit is used?: Celsius
Input Type: Calculated
Tester's full name: IGNACIO ARECHIGA
Date of test: 11/13/2023
Test procedure used?: Method A
Mass of HMA Sample prior to ignition: 1528.2 g
Mass Loss: 99.5 g
Correction Factor (Percent by mass of HMA Specimen): 5.18 %
Moisture Content: 0.00 %
Temperature Compensation Factor: 0.14 %
Test Temperature: 482 C
Corrected Asphalt Binder Content: 1.19 %
General comments (publicly viewable) (Max 1000 characters): Sample 1 of the day Granite Rock Redwood City Drier Drum Plant

Test was verified on 12/19/2023