Summary for Test 2026-10-06-21-2

Test performed: AASHTO T308-25

Project Information

Project IdentifiersProject ID: 1000970
DEA: 031J6304
EFIS: 0321000023
DIST-CO-RTE-PM03-SAC-99-6.04/7.06
Award DateNot set
Closeout DateNot set
Work DescriptionWILLOW SLOUGH REPLACEMENT
Location DescriptionSACRAMENTO COUNTY NEAR ELK GROVE FROM 0.2 MILE NORTH OF ARNO ROAD TO 0.4 MILE SOUTH OF DILLARD ROAD
QA Service Level1 (Verified on 02/13/2025)

Sample Information

Sample Taken Date10/06/2026 Sample Unique Key21
Date that the sample was received by the laboratory/organization performing the testing10/07/2026 Sample typeQuality Assurance
A brief description of the sample3/4 RHMA The quantity of what the sample constitutesPSE
From where was the sample collectedDistributor First name of sampler or witnessed byLuis
Last name of sampler or witnessed byMagana Title of samplerQA Tech
Telephone number of sampler2092250104 Laboratory sample identification
Linked DIME Sample ID The fabricator/manufacturer/facility nameGranite Bradshaw Plant
Transportation Laboratory (TL) Number Inspector Lot Number from the Transportation Laboratory (TL) Form
Structure unique identifier Structure name
Bid ItemNot set

Material Information

Material TypeHot Mix Asphalt HMA TypeRHMA-G
HMA Grading3/4 inch Lot number1
Sublot number1 HMA Mix Number1556
Binder content (%)0.0 Virgin binder PG
Design binder PG Binder Supplier
RAP content (%)Not set WMA Additives
Antistrip type

Test Details

DIME Sample ID: 2026-10-06-21
DIME Test ID: 2026-10-06-21-2
Testing Lab: CT D03 - Olivehurst Northern Regional Laboratory
Test Method: AASHTO T308-25: 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: 2026-10-08

Test Results


What temperature unit is used?: Fahrenheit
Input Type: Measured
Tester's full name: KHUE YANG
Date of test: 10/08/2026
Test procedure used?: Method A
Mass of the specimen basket assembly: 3949.3 g
Mass of the specimen and specimen basket assembly prior to ignition: 6103.5 g
Mass of HMA Sample prior to ignition: 2154.2 g
Mass Loss: 161.5 g
Mass of aggregate remaining after ignition: 1992.7 g
Correction Factor (Percent by mass of HMA Specimen): 0.22 %
Moisture Content: 0.00 %
Temperature Compensation Factor: 0.00 %
Test Temperature: 538 F
Corrected Asphalt Binder Content: 7.28 %
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 10/8/2026 ✔