Summary for Test 2026-05-10-15-1

Test performed: AASHTO T308-10

Project Information

Project IdentifiersProject ID: 1001306
DEA: 023H7704
EFIS: 0218000039
DIST-CO-RTE-PM02-TEH-99-0.0/12.5
Award DateNot set
Closeout DateNot set
Work DescriptionVINA REHAB: PLACE HMA, INSTALL CULVERTS, AND INSTALL GUARDRAIL.
Location DescriptionTEHAMA COUNTY IN AND NEAR LOS MOLINOS FROM BUTTE COUNTY LINE TO LOS MOLINOS CREEK BRIDGE
QA Service Level1 (Verified on 06/12/2025)

Sample Information

Sample Taken Date05/10/2026 Sample Unique Key15
Date that the sample was received by the laboratory/organization performing the testing05/11/2026 Sample typeProduction Start-Up
A brief description of the sample1 bag of Fine RAP (3/8-inch) 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 identification
Linked DIME Sample ID The fabricator/manufacturer/facility nameKnife River Construction — Orland Plant (Orland, CA)
Transportation Laboratory (TL) Number896855 Inspector Lot Number from the Transportation Laboratory (TL) Form
Structure unique identifier Structure name
Bid Item3942604

Material Information

Material TypeReclaimed Asphalt Pavement RAP SourceOrland Plant
Aggregate Size3/8-inch Aggregate Source
RAP Stockpile Stockpile Size (tons)
Reclaimed Asphalt Pavement Mix Number

Test Details

DIME Sample ID: 2026-05-10-15
DIME Test ID: 2026-05-10-15-1
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: 2026-06-05

Test Results


What temperature unit is used?: Celsius
Input Type: Measured
Tester's full name: Dacota Mei
Date of test: 05/14/2026
Test procedure used?: Method A
Mass of the specimen basket assembly: 3045.0 g
Mass of the specimen and specimen basket assembly prior to ignition: 4639.4 g
Mass of HMA Sample prior to ignition: 1594.4 g
Mass Loss: 95.6 g
Mass of aggregate remaining after ignition: 1498.8 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: 5.81 %
General comments (publicly viewable) (Max 1000 characters): Pbr(uncorrected)=5.81%

Test was verified on 6/5/2026 ✔