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 Date01/03/2025
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
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
Bid ItemNot set

Material Information

Material TypeHot Mix Asphalt HMA TypeType A HMA
HMA Grading1/2 inch Lot number
Sublot number HMA Mix Number938
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: 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 ✔