Summary for Test 2025-05-29-52-2

Test performed: AASHTO T308-10

Project Information

Project IdentifiersProject ID: 1000564
DEA: 033J7504
EFIS: 0322000312
DIST-CO-RTE-PM03-PLA-49-4.6/4.9
Award Date10/30/2024
Closeout DateNot set
Work DescriptionCONSTRUCT SIDEWALKS, CURB RAMPS, AND COLD PLANE AC PAVEMENT.
Location DescriptionPLACER COUNTY NEAR AUBURN FROM EDGEWOOD ROAD TO SUMMER RIDGE DRIVE
QA Service Level1 (Verified on 09/17/2024)

Sample Information

Sample Taken Date05/29/2025 Sample Unique Key52
Date that the sample was received by the laboratory/organization performing the testing06/02/2025 Sample typeQuality Assurance
A brief description of the sample4 Boxes The quantity of what the sample constitutes3/4" HMA w/ 15% RAP
From where was the sample collectedSource First name of sampler or witnessed byTeichert (David)
Last name of sampler or witnessed byQC (Drane) Title of sampler
Telephone number of sampler Laboratory sample identificationDaily 25-059
Linked DIME Sample ID The fabricator/manufacturer/facility nameTeichert Perkins
Transportation Laboratory (TL) NumberC765568 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 Grading3/4 inch Lot number
Sublot number HMA Mix Number
Binder content (%)Not set Virgin binder PGNot set
Design binder PGNot set Binder SupplierNot set
RAP content (%)Not set WMA AdditivesNot set
Antistrip typeNot set

Test Details

DIME Sample ID: 2025-05-29-52
DIME Test ID: 2025-05-29-52-2
Testing Lab: CT D03 - Olivehurst 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: 2025-06-04

Test Results


What temperature unit is used?: Celsius
Input Type: Calculated
Tester's full name: Joshua Wilson
Date of test: 06/04/2025
Test procedure used?: Method A
Mass of HMA Sample prior to ignition: 2186.1 g
Mass Loss: 130.7 g
Correction Factor (Percent by mass of HMA Specimen): 0.43 %
Moisture Content: 0.00 %
Temperature Compensation Factor: 0.02 %
Test Temperature: 538 C
Corrected Asphalt Binder Content: 5.55 %
General comments (publicly viewable) (Max 1000 characters): R1 OBC 4.8%

Test was verified on 6/4/2025 ✔