Summary for Test 2025-06-26-58-2

Test performed: AASHTO T308-10

Project Information

Project IdentifiersProject ID: 1000117
DEA: 020J0104
EFIS: 0219000044
DIST-CO-RTE-PM02-TEH-99-4.2/4.8
Award Date07/11/2024
Closeout DateNot set
Work DescriptionPLACE HMA, CCTV TOWER AND INSTALL LIGHTING SYSTEM.
Location DescriptionTEHAMA COUNTY ABOUT 7.0 MILES SOUTH OF LOS MOLINOS FROM 0.3 MILE SOUTH OF SOUTH AVENUE TO 0.6 MILE SOUTH OF VINA ROAD
QA Service Level1 (Verified on 03/18/2024)

Sample Information

Sample Taken Date06/26/2025 Sample Unique Key58
Date that the sample was received by the laboratory/organization performing the testing06/26/2025 Sample typeProduction Start-Up
A brief description of the sample1 Bag RAP The quantity of what the sample constitutesProduction Start-Up Evaluation
From where was the sample collectedManufacturer First name of sampler or witnessed byBrandon
Last name of sampler or witnessed byWhite Title of samplerTET
Telephone number of sampler Laboratory sample identificationD79923B
Linked DIME Sample ID The fabricator/manufacturer/facility nameKnife River, Orland
Transportation Laboratory (TL) Number858140 Inspector Lot Number from the Transportation Laboratory (TL) Form
Structure unique identifier Structure name
Bid ItemNot set

Material Information

Material TypeReclaimed Asphalt Pavement RAP SourceOrland Plant
Aggregate Size Aggregate Source
RAP Stockpile Stockpile Size (tons)
Reclaimed Asphalt Pavement Mix Number

Test Details

DIME Sample ID: 2025-06-26-58
DIME Test ID: 2025-06-26-58-2
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: 2025-07-02

Test Results


What temperature unit is used?: Celsius
Input Type: Measured
Tester's full name: Dacota Mei
Date of test: 06/30/2025
Test procedure used?: Method A
Mass of the specimen basket assembly: 3026.7 g
Mass of the specimen and specimen basket assembly prior to ignition: 4638.0 g
Mass of HMA Sample prior to ignition: 1611.3 g
Mass Loss: 99.5 g
Mass of aggregate remaining after ignition: 1511.8 g
Correction Factor (Percent by mass of HMA Specimen): 0.00 %
Moisture Content: 0.00 %
Temperature Compensation Factor: 0.19 %
Test Temperature: 538 C
Corrected Asphalt Binder Content: 5.99 %
General comments (publicly viewable) (Max 1000 characters): Pbr (uncorrected)=5.99%

Test was verified on 7/2/2025 ✔