Summary for Test 2025-08-14-84-1

Test performed: AASHTO T308-10
Warning: The test results shown on this page have been superseded and are invalid. This information is for reference only. Please click this link to view the corrected test.

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 Date08/14/2025 Sample Unique Key84
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 testing08/19/2025
Sample typeAcceptance A brief description of the sample1/2-inch HMA-A w/25% RAP PG58-22 Albina
The quantity of what the sample constitutes1 Pan 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 identificationD80005 Linked DIME Sample ID
The fabricator/manufacturer/facility nameHat Creek Construction and Materials - Ward Lake Plant (Litchfield, CA) Transportation Laboratory (TL) Number875610
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 PGPG 58-22
Design binder PG PG 64-16 Binder SupplierAlbina (Klamath Falls, OR)
RAP content (%)25 WMA AdditivesNo
Antistrip typeLime

Test Details

DIME Sample ID: 2025-08-14-84
DIME Test ID: 2025-08-14-84-1
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: 08/20/2025
Test procedure used?: Method A
Mass of the specimen basket assembly: 3027.7 g
Mass of the specimen and specimen basket assembly prior to ignition: 4799.5 g
Mass of HMA Sample prior to ignition: 1771.8 g
Mass Loss: 124.0 g
Mass of aggregate remaining after ignition: 1647.8 g
Correction Factor (Percent by mass of HMA Specimen): 0.87 %
Moisture Content: 0.00 %
Temperature Compensation Factor: 0.17 %
Test Temperature: 538 C
Corrected Asphalt Binder Content: 5.96 %
General comments (publicly viewable) (Max 1000 characters): Pb=5.96%, TV=6.20%

Test was verified on 8/25/2025

Warning: The test results shown on this page have been superseded and are invalid. This information is for reference only.