Summary for Test 2025-08-12-13-1

Test performed: AASHTO T308-10

Project Information

Project IdentifiersProject ID: 1001111
DEA: 010M6504
EFIS: 0123000052
DIST-CO-RTE-PM01-HUM-101-125.7/R131.7
Award Date06/09/2025
Closeout Date11/03/2025
Work DescriptionREPLACE AC SURFACING AND DELINEATION.
Location DescriptionHUMBOLDT COUNTY ON ROUTE 101 FROM 0.40 MILE SOUTH OF SOUTH PRAIRIE CREEK UNDERCROSSING TO 2.76 MILES NORTH OF BOYES CREEK VIADUCT
QA Service Level1 (Verified on 05/05/2025)

Sample Information

Sample Taken Date08/12/2025 Sample Unique Key13
Date that the sample was received by the laboratory/organization performing the testing08/12/2025 Sample typeQuality Assurance
A brief description of the samplesample at 160 tons The quantity of what the sample constitutes4 Boxes HMA
From where was the sample collectedManufacturer First name of sampler or witnessed byJason
Last name of sampler or witnessed byHuett Title of samplerTET
Telephone number of sampler7078155590 Laboratory sample identification
Linked DIME Sample ID The fabricator/manufacturer/facility nameKernen Blue Lake Plant
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 Number
Binder content (%)5.1 Virgin binder PG PG 64-16
Design binder PG PG 64-16 Binder Supplier
RAP content (%)15 WMA AdditivesYes
Antistrip typeEvotherm

Test Details

DIME Sample ID: 2025-08-12-13
DIME Test ID: 2025-08-12-13-1
Testing Lab: CT D01 - Crescent City 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: 2025-08-20

Test Results


What temperature unit is used?: Celsius
Input Type: Measured
Tester's full name: jason huett
Date of test: 08/19/2025
Test procedure used?: Method A
Mass of the specimen basket assembly: 3922.7 g
Mass of the specimen and specimen basket assembly prior to ignition: 5760.6 g
Mass of HMA Sample prior to ignition: 1837.9 g
Mass Loss: 113.7 g
Mass of aggregate remaining after ignition: 1724.2 g
Correction Factor (Percent by mass of HMA Specimen): 1.17 %
Moisture Content: 0.00 %
Temperature Compensation Factor: 0.00 %
Test Temperature: 482 C
Corrected Asphalt Binder Content: 5.02 %
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 8/20/2025 ✔