Summary for Test 2025-08-13-73-1

Test performed: AASHTO T308-10

Project Information

Project IdentifiersProject ID: 995538
DEA: 024H0604
EFIS: 0218000073
DIST-CO-RTE-PM02-PLU,PLU-36-
Award Date11/05/2024
Closeout DateNot set
Work DescriptionCHESTER CAUSEWAY REHAB
Location DescriptionLASSEN AND PLUMAS COUNTIES FROM MELISSA AVENUE TO 0.6 MILE EAST OF RED RIVER CANAL
QA Service Level1 (Verified on 10/24/2024)

Sample Information

Sample Taken Date08/13/2025 Sample Unique Key73
Date that the sample was received by the laboratory/organization performing the testing08/19/2025 Sample typeAcceptance
A brief description of the sample1 Pan of 1/2-inch HMA-A w/25% RAP PG58-34 Albina The quantity of what the sample constitutes750 Tons
From where was the sample collectedManufacturer First name of sampler or witnessed byJoe
Last name of sampler or witnessed byDelgado Title of samplerConsultant
Telephone number of sampler Laboratory sample identificationD80009
Linked DIME Sample ID The fabricator/manufacturer/facility nameHat Creek Construction and Materials - Ward Lake Plant (Litchfield, CA)
Transportation Laboratory (TL) Number875607 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 (%)6.2 Virgin binder PG
Design binder PG PG 64-28 Binder SupplierAlbina (Klamath Falls, OR)
RAP content (%)25 WMA AdditivesNo
Antistrip typeLime

Test Details

DIME Sample ID: 2025-08-13-73
DIME Test ID: 2025-08-13-73-1
Testing Lab: CT D02 - Redding 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: 2025-08-25

Test Results


What temperature unit is used?: Celsius
Input Type: Measured
Tester's full name: Sean McWithey
Date of test: 08/22/2025
Test procedure used?: Method A
Mass of the specimen basket assembly: 3155.3 g
Mass of the specimen and specimen basket assembly prior to ignition: 4695.4 g
Mass of HMA Sample prior to ignition: 1540.1 g
Mass Loss: 109.4 g
Mass of aggregate remaining after ignition: 1430.7 g
Correction Factor (Percent by mass of HMA Specimen): 0.85 %
Moisture Content: 0.00 %
Temperature Compensation Factor: 0.19 %
Test Temperature: 538 C
Corrected Asphalt Binder Content: 6.06 %
General comments (publicly viewable) (Max 1000 characters): Pb=6.06%, TV=6.20%

Test was verified on 8/25/2025 ✔