Summary for Test 2026-08-06-75-1

Test performed: AASHTO T308-25

Project Information

Project IdentifiersProject ID: 1002260
DEA: 081N8104
EFIS: 0823000050
DIST-CO-RTE-PM08-SBD-40-R135.9/R143.8
Award DateNot set
Closeout DateNot set
Work DescriptionRHMA-open graded (OGFC), cold plane AC Pvmt, & replace AC Surf.
Location DescriptionNot set
QA Service Level1 (Verified on 06/02/2026)

Sample Information

Sample Taken Date08/06/2026 Sample Unique Key75
Date that the sample was received by the laboratory/organization performing the testing08/10/2026 Sample typeAcceptance
A brief description of the sample1/2" RHMA-G 1% LSM The quantity of what the sample constitutes2 boxes of RHMA-G
From where was the sample collectedManufacturer First name of sampler or witnessed byBlue Diamond
Last name of sampler or witnessed byQC Title of sampler
Telephone number of sampler Laboratory sample identification0506G-26
Linked DIME Sample ID The fabricator/manufacturer/facility nameBlue Diamond-Victorville
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 Grading1/2 inch Lot number1
Sublot number4 HMA Mix Number300191 LSM
Binder content (%)7.5 Virgin binder PGPG 64-16
Design binder PGPG 64-16 Binder Supplier
RAP content (%)Not set WMA Additives
Antistrip type

Test Details

DIME Sample ID: 2026-08-06-75
DIME Test ID: 2026-08-06-75-1
Testing Lab: CT D08 - Fontana Southern 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: 2026-08-14

Test Results


What temperature unit is used?: Celsius
Input Type: Calculated
Tester's full name: Antonio Torres
Date of test: 08/13/2026
Test procedure used?: Method A
Mass of HMA Sample prior to ignition: 1664.6 g
Mass Loss: 135.9 g
Correction Factor (Percent by mass of HMA Specimen): 0.27 %
Moisture Content: 0.00 %
Temperature Compensation Factor: 0.00 %
Test Temperature: 538 C
Corrected Asphalt Binder Content: 7.71 %
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 8/14/2026 ✔